NC0050661_Permit Issuance_20100112

NPDES DOCUMENT SCANNING COVER SHEET
Permit:
NC0050661
Macclesfield WWTP
NPDES
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
January 12, 2010
This document is printed an reuse paper - ignore any
content on the reirersie side

Beverly Eaves Perdue
Governor
ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins Dee Freeman
Director Secretary
Mayor Mike Keel
Town of Macclesfield
P. 0. Box 185
Macclesfield, NC 27852
Dear Mayor Keel:
January 12, 2010
•
Subject: Issuance of Renewal NPDES Permit
NPDES Permit NC0050661
Town of Macclesfield WWTP
Edgecombe County
Class II
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 October 15, 2007 (or as
subsequently amen'ded).
Summary of Changes in Renewal Permit from Existing Permit
1) The Supplemental page has been revised. Based on the information provided dechlorination, other
equipment items, and a reference to permit WQ0018857 were added.
2) A footnote for TRC has been revised. A new narrative replaced the existing text to clarify
application and measurement/reporting protocols to be consistent with Division standards.
3) A nitrite/nitrate nitrogen reporting has been added. To calculate the Total Nitrogen pollutant a
nitrite/nitrate nitrogen measurement is required. Reporting was added to be consistent with
Division standards.
4) A total kje/dah/ nitrogen reporting has been added. To calculate the Total Nitrogen pollutant a total
kjeldahl nitrogen measurement is required. Reporting was added to be consistent with Division
standards.
5) A Special Condition A. (2.) has been revised. The narrative was edited to update this condition to
the current required text.
If any parts, measurement frequencies or sampling requirements contained in this permit 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 150E 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.
Page 1of2
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: http:/ / h2o.state.nc.us / •
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina�
/'s?aturaiij

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 permits that may be required.
If you have any questions concerning this permit, please contact Ron Berry at telephone number
[phone].
Sincerely
Coleen H. Sullins
Attachments
Cc: Raleigh Regional Office/Surface Water Protection Section (email)
Central Files
NPDES Unit
Page 2 of 2

Permit NC0050661
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 with 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 Macclesfield
is hereby authorized to discharge wastewater from a facility located at the
Town of Macclesfield WWTP
NCSR 1109
Macclesfield, NC
Edgecombe County
to receiving waters designated as Briery Branch in the Tar -Pamlico 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 February 1, 2010.
This permit and authorization to discharge shall expire at midnight on September 30, 2014.
Signed this day January 12, 2010.
{L; •• Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0050661
4 ,
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 Macclesfield
is hereby authorized to;
1. Continue to operate an existing 0.175 MGD wastewater treatment facility with the following
components:
Bar screen
Parshall flume with influent flow meter
Collection sump with influent pumps
Influent composite sampler
Grit removal system
Oxidation ditch
Aerobic sludge digester
Clarifier
Tertiary filters
Chlorine contact chamber with chlorination
Post aeration
Dechlorination
Effluent flow meter
Effluent composite sampler
Four drying beds
This facility is located at the Macclesfield WWTP south of Macclesfield on NCSR 1109 in
Edgecombe County.
2. Discharge from said treatment works via outfall 001 at the location specified on the attached
map into Briery Branch, classified C, NSW waters in the Tar -Pamlico River Basin.
and has;
3. An approved reuse water field irrigation permit, WQ0018857, and support equipment which is
not in service at this time.

USGS Quad: E28NW Fountain, NC
Outfa II Facility
Latitude: 35° 44' 42.3" 35° 44' 41.4"
Longitude: 77° 3958.6" 77° 39' 59.7"
• Stream Class: C, NSW
Subbasin: 03-03-03 HUC: 03020103
Receiving Stream: Briery Branch
Town of Macclesfield WWTP NC0050661
Edgecombe County

Permit NC005066 1
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of this permit 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:
EFFLUENT
CHARACTERISTICS
'
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Weekly
Average
Daily
Maximum
Measurement
Frequency
Sample
' Type
Sample
Location 1
Flow
0.175
MGD
Continuous
Recording
Influent or
Effluent
pH
Not greater than 9.0 S U. nor less
than 6.0 S.U.
Daily
Grab
Effluent
Temperature , °C
Daily
Grab
_
Effluent
Temperature, °C
Weekly
Grab
Upstream &
Downstream
Total Residual Chlorine (TRC) 2
17 µg/L
2/Week
Grab
Effluent
BOD, 5-day (20°C) 3
(April 1- October 31)
6.0 mg/L
9.0 mg/L
Weekly
Composite
Influent &
Effluent
BOD, 5-day (20°C) 3
(November 1- March 31)
8.0 mg/L
12.0 mg/L
Weekly
Composite
Influent &
Effluent
Total Suspended Solids (TSS) 3
30.0 mg/L'
45.0 mg/L
Weekly
Composite
Influent &
Effluent
Ammonia as nitrogen (NH3-N)
(April 1- October 31)
2.0 mg/L
6.0 mg/L
Weekly
Composite
Effluent
Ammonia as nitrogen (NH3-N)
(November 1- March 31)
3.0 mg/L
9.0 mg/L
Weekly
Composite
Effluent
Dissolved Oxygen (DO)
Not less than 6.0 mg/L, daily
average
Weekly
Grab
Effluent
Dissolved Oxygen, mg/L (DO)
Weekly
Grab
Upstream &
Downstream
Fecal Coliform
(geometric mean)
200 / 100
mL
400 / 100
mL
Weekly
Grab
Effluent
Nitrite/Nitrate Nitrogen, mg/L
(NO2-N + NO3-N)
2/Month
Composite
Effluent
Total Kjeldahl Nitrogen, mg/L
(TKN)
2/Month
Composite
Effluent
Total Nitrogen, mg/L
TN = (NO2-N + NO3-N) + TKN
2/Month
Calculated
Effluent
Total Phosphorus , mg/L (TP)
2/Month
Composite
Effluent
Footnotes:
1. Upstream = at least 100 feet upstream from the outfall. Downstream = at least 300 feet downstream
from the outfall.
2. Total Residual Chlorine compliance is required for chlorine or chlorine derivative used for disinfection.
The Division shall consider all effluent TRC values reported below 50 ug/L to be in compliance with
the permit. However, the Permittee shall continue to record and submit all values reported by a
North Carolina certified laboratory (including field certified), even if these values fall below 50 uglL.
3. The monthly average effluent BODS and Total Suspended Residue concentrations shall not exceed
15% of the respective influent.value (85% removal).
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit NC005066 1
A. (2.) NUTRIENT REDUCTION REQUIREMENT
Dischargers to the Tar -Pamlico River are subject to the requirements, terms and conditions, of the
Tar -Pamlico Nutrient Sensitive Waters Implementation Strategy: Phase III adopted April 14, 2005
(Strategy). Non-members of the Tar -Pamlico Association (Association) will maintain or receive
permit effluent limits for Total Nitrogen and for Total Phosphorus concentrations as defined in the
Strategy. Any revisions to the Strategy during the life of this permit are applicable.
If requirements other than those listed in this permit are adopted as part of a revision of the
Strategy, the Division reserves the right to reopen this permit to include these requirements.
If requirements other than those listed in this permit are adopted to prevent localized adverse
impacts to water quality, the Division reserves the right to reopen this permit and include those
requirements.

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0050661
r.• ace rin o i t o °'
Applicant/F'atmty
Namec:
Town of Macclesfield WWTP
ApplicantAddr=ess:
,.=w ....!
P.O. Box 185; Macclesfield, North Carolina 27852
Facility- Address..
771 S. Fountain Road; Macclesfield, North Carolina 27852
Permitted flow '
0.175 MGD
Type of Waste:
domestic
Facility/Perjrnit:;Status:
Class II /Active; Renewal
County: :)
`...,, „
Edgecombe County
Miscellaneous
Receiving -Stream:•.-' .
Briery Branch
Stream Classification: ;,
C, NSW
Subbasin: ;
03-03-03
Index No .
28-83-4-1-1
HUC: l = -`
03020103
• Association; Member? -:
No
Drainage Area mil);
NA
303(d)Listed?,, ;
No
Summer, 7010 (cfs).` ...
NA
, Regional._Office: ' ..
State Grid,/f USGS ,
Quad: :.. `.
Washington
E28NW
Fountain, NC
Winter. 7Q10
(cfs): •• .
':.... _
NA
30Q2. (cfs).
NA
: Permit -Writer:.:•. . .
Ron Berry
Average Flow
(cfs)..,' .. ;,
NA
Date:• ..
11/3/09
IWC (%):
'
NA
., _._..
BACKGROUND
The Town of Macclesfield operates a 0.175 MGD wastewater treatment facility that serves ; 4,
the Macclesfield community with an estimated population of 452. Macclesfield Plant
discharges treated 100% domestic wastewater to Briery. Branch, a class C, NSW water in the
Tar Pamlico River Basin.
Untreated domestic waste passes through a bar screen and influent flow meter channel
before collecting in an influent sump. A composite sampler collects influent. Sodium
hydroxide is added to the sump for pH control. Pumps transfer the wastewater through a grit
removal system and into the oxidation ditch. The wastewater flow continues to the clarifier,
the tertiary filters, and the chlorine contact chamber where chlorine is injected. As the
treated wastewater flow leaves the chamber dechlorination is conducted. The flow then
passes through an effluent meter, mud well, and through a pipe to the receiving stream. An
effluent composite sample is taken at the effluent flow,meter.
Sludge is routinely removed from the clarifier and sent to the sludge digester. As needed
sludge is pumped from the digester to drying beds where a contractor will pick up the sludge
for disposal off site. Backwash water from the filter is recycled.
As an alternative the facility has a permit for spray irrigation of the treated effluent.
HISTORY
An expedited authorization to construct for dechlorination was issued in 2006. The facility
also has a permit for reclaim water spray irrigation for 2.8 acres, WQ0018857. Any treated
wastewater applied via the spray irrigation permit must meet reuse water standards.
VIOLATIONS
During the current permit cycle (September 2004 to present) multiply limit violations under
5 effluent parameters have occurred. Enforcement actions and penalties were assessed and
paid. Ammonia as nitrogen and BOD compliance continue to be issues.
Fact Sheet'
NIMES NC0050661
guar. 1 Af7

PERMITTING STRATEGY
This facility was assigned BOD limits and ammonia as nitrogen limits based on a previous
approved allocation for a permitted flow of 0.175 MGD. Effluent standard limits for TSS, 85%
removal of BOD and TSS, pH, and Fecal Coliform were also applied. A water quality based
DO limit was imposed. There is no IWC available. The ammonia as nitrogen limits also met
toxicity requirements so no additional toxicity test was required.
The ammonia as nitrogen and BOD limits were further refined for seasonal variance in
February 2000. Weekly average limits for ammonia as nitrogen and TRC compliance timeline
were added in October 2004. There are no industrial sources or pollutants of concern
requiring RPA. There has been no change in the permitted flow or allocations.
Total Phosphorus and Total Nitrogen were monitored to comply with the NSW classification.
Temperature was monitored. The existing permit conditions and requirements will be carried
forward with the appropriate narrative revisions.
Data review
DMRs were reviewed for the period of June 2007 to July 2009. DMR data is summarized in
Table I and 2 below:
Flow*
(MGD)
Dissolved
Oxygen
(mg/L)
BOD*
(mg/L)
TSS*
(mg/L)
NH3-N*
(mg/L)
Fecal
Coliform*
(#//100 ml)
Total
Residual
Chlorine
(µg/L)
Average
0.0660
8.18
3.12
12.65
1.94
61.7
17.9
Maximum
0.092
11.7
13.4
50.0
7.0
6000
38
Minimum
0.046
6.4
1.0
< 1
0.2
< 1
1
*Value is a monthly average
Percent Removal: Based on BOD 93.6% - 99.6%, Based on TSS 50.3% - 98.0%
Table 2
pH
(S.U.)
TP
(mg/L)
TN
(mg/L)
Temperature
(°C)
Average
7.31
5.34
35.19
19.66
Maximum
9.0
8.0
59.0
29.0
Minimum
6.1
2.7
1.3
7.9
Instream Data Impact
Temperature and Dissolved Oxygen are measured routinely at designated points upstream
and downstream from the discharge into Briery Branch. The June 2007 through July 2009
data was reviewed and no coorelation was noted. Briery Branch consistently showed very
low dissolved oxygen levels, upstream and downstream.
SUMMARY OF PROPOSED CHANGES
In keeping with Division policies the following will be incorporated into the permit:
• The Total Chlorine Residual footnote narrative will be revised to reflect the
conditions, reporting, and measurement criteria.
• The equipment list on the Supplemental page will be revised to include
dechlorination.
• The TN monitoring will be revised to include reporting of Nitrite/Nitrate nitrogen
and Total Kjeldahl nitrogen.
• The Nutrient Reduction Requirement narrative will be revised to include the current
approved text.
• The supplemental page will be revised to include text for WQ0018857.
PROPOSED SCHEDULE FOR PERMIT ISSUANCE
Draft Permit to Public Notice: November 4, 2009
Permit Scheduled to Issue: .. December 2009
NAME: 'C v,.‘ 'Y-y DATE: t/(- -) ) C(
Fact Sheet
NPI7I S'NC0050661

AFFIDAVIT OF PUBLICATION
NORTH CAROLINA.
Wake County. ) ss.
Public Notice
North Carolina Environmental 'Management CommissioniNPDES Unit
1617 MailServiceCenter, Raleigh, NC 27699-1617
Notice of Intent to Issue a NPDES Wastewater Permit•
The North Carolina Environmental Management Commission proposes to issue a NPDES
wastewater discharge permit to the person(s) listed below.
Written comments regarding the proposed permit will be accepted until 30 days after the
publish date of this notice. The Director of.ihe NC Division of Water Quality (DWQ) may
hold a public hearing should there be a significant degree of public interest. Please mall
comments and/or information requests to. DWQ at theabove address. Interestedpersons
may visit the DWQ at 512 N. Salisbury Street, Raleigh, NC to review information on file.
Additional Information on NPDES permits and this notice may be found on our website:
www.ncwaterquality.org, erbycalling [phone].
NPDES Permit Number NC0025241, Orange Water and Sewer Authority - -Mason Farm
WWTP, 'Orange County, has applied. for modification of ifs permit discharging treated
wastewater to Morgan- Creek in the Cape Fear River Basin. The facility is requesting
expansion of its design flow from.12 MGD 10 14.5 MGD. Currently CBOD, NH3, Total
residual chlorine, fecal coliform and total phosphorus are water qualify limited. This
discharge may affect future allocations in this portion of the receiving stream.
Halifax County Schools requested renewal of permit NC0038610for Pittman Elementary
School WWTP In Halifax County. This permitted facilitydischaroes treated wasiewoterto
an unnamed tributary to Burnt Coal Swamp, In the Tar -Pamlico River Basin. —
Halifax Caunfy Schools requested renewal of permit NC0038580 for Eastman Middle
School WWTP in Halifax County; this permitted discharge is treated wastewater -to an
unnamed tributary_ to Little Fishing Creek in the.Tor-Pamlico River Basin..
Halifax County Schools requested renewal of permit NC0038644 for Dawson Elementary
School WWTP in Halifax County; this permitted discharge Is treated wastewater to an
unnamed tributary to Deep Creek, Tar -Pamlico River Basin..
Chowan County (P.O. Box 1030, Edenton, NC 27932) has applied for renewal of NPDES
Permit N00032719 for the Valhalla Water Treatment Plant in Chowpn County. This
permitted facility. discharges treated wastewater to Rockyhock Creek in the Chowan
River Basin. Currently total residual chlorine and total chloride are water quality limited.
Thisdischarge may affect future allocations in this portion of the Chowan River Basin.
Unifl-Kinston, LLC, 4693 Hwy 11 North, Kinston, NC 28502, hos applled.for a modification of
its NPDES permit (NC0003760) discharging treated industrial wastewater to the Neuse
River in the Neuse River Basin. The NPDES permit is being modified fo include the
discharge ofstormwaterand low -flow landfill leachate. This discharge may affect future
discharges in this portion of the river basin
Durham County, Triangle WWTP, NC0026051, has applied for an NPDES permit renewal.
This facility discharges to Northeast Creek In the Cape. Fear River Basin. Currently BOD
and ammonia are water quality limited. This discharge may affect future discharges in
this portion of the.receiving stream.. ,...
The City of Durham, 101 City Hall, Plaza, Durham, NC 27701 has applied for renewal of
NPDES permit N00047597 for its South Durham Water Reclamation Facility in Durham
County. This permitted facility discharges treated wastewater to an unnamed tributary to
New Hope Creek in the Cope Fear River Basin: Currently, BOD, ammonia nitrogen, total
residual chlorine, total phosphorus, and total nitrogen are water quality limited. This
discharge may affect future allocations in this portlon of the watershed.
Town of Macclesfield has requested renewal of permit NC0050661 for the Macclesfield
WWTP in Edgecombe County. This permitted discharges Is treated domestic wastewater
to Briery Branch In the Tar -Pamlico River Basin.
Fearrington Utilitles, Inc. (2000 Fearrington Village, Pittsboro, NC 27312) has applied for
renewal of NPDES permit number NC0043559 for the Fearrington Village WWTP in
Chatham County. This permitted facility discharges filter -backwash wastewater to in the
Bush Creek in the Cape Fear River Basin. Some parameters may be water quality limited,
which may affect future allocations in this portion of the Cape Fear River Basin.
Aqua North Carolina (202.MacKenan Court, Cary, North Carolina.27511) hasapplied for
renewal of NPDES permit NC0056413 for Chatham Water Reclamation Facility (formerly
Carolina Meadows,WWTP)In Chatham County. This .permitted facility currently
discharges 180,000 gallons per day treated wastewater into Morgan Creek in the Cape Fear
River. Basin. Currently, BOD, ammonia nitrogen, and total residual chlorine are water
quality limited. This discharge mayaffect future allocations in this portion of the Cape
Fear River Basin,. .
City ofBurlington((P.O. Box 1358, Burlington, NC 27216-1358), has applied for renewal of
N P DES permit number N00023876 for the South Burlington WWTP. This permitted facility
discharges treated wastewater to the Big Alamance Creek In the Cape Fear River Basin,
Some parameters may be water gUallty limited, which may affect future allocations in
this portion of the Cope Fear River Basin.
City of Burlington, NPDES permit N00023868, has applied for renewal of Its permit
discharging to the Haw River in the Cape Fear River Basin. BOD, ammonia, total residual
chlorine and total phosphorus are water quality limited parameters. This discharge may
affect future allocations Into the receiving stream,
City of Mebane, permit No. NC0021474, has applied for renewal of its permit discharging to
Moadams Creekin the Cape Fear River Basin. BOD,.ammonia, total residual chlorine,
fluoride.and mercury are water quality limited parameters. This discharge may affect
future allocations in this portion of the receiving stream.
The City of Graham, NPDES permit N00021211, has applied for renewal of its permit
•
discharging to the Haw River In the Cape Fear River Basin. BOD, ammonia, total residual
chlorine and total phosphorus are water quality limited. The discharge may affect future
allocations in this portion of the receiving stream.
N&0: November 7, 2009
��.
Before the undersigned, a Notary Public of Chatham
County North Carolina, duly commissioned and authorized to
administer oaths, affirmations, etc., personally appeared
Deborah McCullers, who, being duly sworn or affirmed,
according to law, doth depose and say that she is Accounts
Receivable Specialist of The News and Observer a corporation
organized and doing business under the Laws of the State of
North Carolina, and publishing a newspaper known as The
News and Observer, in the City of Raleigh , Wake
County and State aforesaid, the said newspaper in which such
notice, paper, document, or legal advertisement was published
was, at the time of each and every such publication, a
newspaper meeting all of the requirements and qualifications
of Section 1-597 of the General Statutes of North Carolina and
was a qualified newspaper within the meaning of Section 1-
597 of the General Statutes of North Carolina, and that as such
she makes this affidavit; that she is familiar with the books,
files and business of said corporation and by reference to the
files of said publication the attached advertisement for
NCDENR/ DWQ/ SURFACE WATER was inserted in the
aforesaid newspaper on dates as follows: 11/07/09
Account Number: 80763820
he books and files of the aforesaid Corporation and publication.
1-Q11r0-,J, �CLkEdw
Deborah McCullers, Accounts Receivable Specialist
Wake County, North Carolina
Sworn or affirmed to, and subscribed before me, this
09 day of NOVEMBER , 2009 AD ,by Deborah McCullers.
In Testimony Whereof, I have hereunto set my hand
and affixed my official seal, the day and year aforesaid.
Janet Scroggs, Notary Public
My commission expires 14fh of March 2014.

Oct 23 09 01:50p
p.3
Sludge Management consists of four drying beds. After Sludge dries properly we
contract local trucks to haul to 3026 East Carolina Environmental LF, Bertie
County.
Sincerely,
(-5:1.e a c �'cz /� , G
geot./

for I.. r" U. -/cr I

1. Influent Pump Station
2. Grit Chamber
3. Oxidation Ditch
4. Clarifier
5. LAB & Filter Building
6►. Digester
7. Filter Bed
5. Conta+
t Chamber
9. Mud Well
10. Effluent
11. Spray irrigation Pump Station

' ''3:Wat7c'IV,,VWMVgMrit'rk.'triMqI'ghVFP;FWITefOtgqj*;WPD.InztWRqrFdli,.;IRWVFMI'R.NNL%ffPW,NRPgF;YR.ZWMW.PWigWcflgj)WPRfAtggazWli •ffeRTAMPrii
Menu
Q_
•
a_
a)
cn
Cr)
C1.1
IN
it 1 I T44
e .2.. .4.
,•44.
gig...‘f. • '
Macclesfield Comm
FILTERS 0
Plant Process Diagram PLANT ,
WASTED SLUDGE PUMP No, 1
P
.35i' '4
fii;t+
2.4•kipis t e
pCrLrivitt rttutlr
C-
ftLitA-LI
FCEDER-
;t 'A• , • •
•t•Frofi
.14
•
ErFt.UENT''.:
D83
PVIC,4r)
•
ij
a Pih e'r
4.) Macclesfield WWTP Process
0
DJRB6K71 10/21/09 12:06

FACILITY NAME AND PERMIT NUMBER:
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 >_ 0.1 M I reat ent ohIt
greater than or equal to 0.1 million gallons per day must complete questions B.1 thr
C. Certification. All applicants must complete Part C (Certification).
SUPPLEMENTAL APPLICATION INFORMATION:
MAR 1 1 2009
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface t iko%tF�Q yIpiic+�at�pgd���l�/
one or more of the following criteria must complete Part D (Expanded Effluent Testing �I�//�j �I� UH 1
1. Has a design flow rate greater than or equal to 1MGD, POINT SOURCE BRANCH
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to provide the information.
E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E (Toxicity Testing
Data):
1. Has a design flow rate greater than or equal to 1 MGD,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to submit results of toxicity testing.
F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any
significant industrial users (Sills) or receives RCRA or CERCLA wastes must complete Part F (Industrial User Discharges
and RCRA/CERCLA Wastes). SIUs are defined as:
1. All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations (CFR) 403.6 and
40 CFR Chapter I, Subchapter N (see instructions); and
2. Any other industrial user that:
a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works (with certain
exclusions); or
b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic
capacity of the treatment plant; or
c. Is designated as an SIU by the control authority.
G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G (Combined Sewer
Systems).
ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION)
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: (VC COS O
10u)f) 0-F Om ks!.`e/ci
PERMIT ACTION REQUESTED:
1 e �e)a16,
RIVER BASIN:
3r,: A` +,_ - r-,. s:. qi 1 ..Y, r . 'a'.-'''4.• t -''33`.,
'' :-• ,,a...„k;.;,r.-
BASI{q. � P_PLC• TIOtYry�� -ORM T O
,. ;-a w.,- ti, . i ',, tr q�
Y k r �: :
q:i¢ri:,+�+.: -a!'7: -t:,: �.•-ra!F��ya 3t-jx':.F,-ae..irTt7';i..r ii,: �>73•.. .t .L x-:a>s•,.a7.,t. a`•-.ixrP,.:�-`'..�titiri 3v"».n:o:�,:��.'�:. r.1'�' - ,:roc: .r�'„�. �{. •:•. n��j./,:r4 -
e'� :.. A.yL ! .'d'� - f - x � 5 i ����'%d� %G'�1 �f' o,��.iL�..,(i•. 'f���.I �yyy�.c 7...J � 7y, �i"'�,!�[� , .} 1,,
P RT; rV .BA� r7 It T D tj MI4.ATIONF R ALL.AP. P:L�CA�IVI; ° .- ge,.. ' i-�1 a / n 7 T . , 4: -•.
All treatment works must complete questions A.1 through A.8 of this Basic Application Information Packet.
A.1. Facility Information.
Facility Name r O. aaCe/e5f; e /i
Mailing Address fi 0, 6or / 0,s-
ae ftsr/eid ive. Goes a
Contact Person / 0 / ` 1 P / 1 ? el
Title of •
4
n
Telephone Number l L9 _/ " 4,023
�.�fy
Facility Address Pi ! 1 8 F0111/ h h i►) ooGf
(not P.O. Box) ()a 0(1) e. cA,eI / Y • r rJ I 05 7
A.2. Applicant Information. If the applicant is different from the above, provide the following:
•
Applicant Name
Mailing Address •
Contact Person .
Title •
Telephone Number ( ) •
Is the applicant the owner or operator (or both) of the treatment works?
to the facility or the applicant.
existing environmental permits that have been issued to the treatment works
K
PSD
Ild' over • operator
Indicate whether correspondence regarding this permit should be directed
• facility Vi<alicant
A.3. Existing Environmental Permits. Provide the permit number of any
(include state -issued permits).
•
I
NPDES fY2. 0050 ca& I
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
i &a of P i el. 'p (d Lisa 55n I -fir • se&gr Mon i5[,2 ksf ¢a
Total population served 4 5 ?
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: NGC7l (o(ol
Thoa or omaesi;tici
A.5. Indian Country.
a. Is the treatment works located In Indian Country?
PERMIT ACTION REQUESTED:
ler)e.14)(4
RIVER BASIN:
❑ Y� 12-�
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
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 1 / /J MGD
Two Years Apo Last Year This Year
b. Annual average daily flow rate . [ ) & 7
c. Maximum daily flow rate
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.
114'Sgparate sanitary sewer /00
❑ Combined storm and sanitary sewer
. A.8. Discharges and Ot er Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? Il31 ❑ No
f following t es of discharge points the treatment works uses:
If yes, list how many of each of theyp g
1. Discharges of treated effluent
II. Discharges of untreated or partially treated effluent.
Ili. 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
If yes, provide the following for each surface impoundment:
Location:
Annual average daily volume discharge to surface impoundment(s)
Is discharge ❑ continuous or ❑ intermittent?
c. Does the treatment works land -apply treated wastewater?
If yes, providl the following for each land application site:
Location:
Number of acres:
❑ Yes
VINT
MGD
Annual average daily volume applied to site: MGD
Is land application ❑ continuous or ❑ Intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment woks? • El❑Ne"
Yes -'
NPDES FORM 2A Additional Information

FACIUTY NAME AND PERMIT NUMBER:
P406 of f/MJ .cf` € 1 aeotsew
ReAPAA1LI
PERMIT ACTION REQUESTED:
RIVER BASIN:
4-7-0
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
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?
NPDES FORM 2A Additional Information

ittv5ah,1
critda or dlades,rw .
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.B.a, go to Part B, "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 MGD."
FACILITY NAME AND PERMIT NUMBER:
PERM T ACTION REQUESTED:
eno,s_da .4
RIVER BASIN:
A.9. Description of Outf all.
a. Outfall number
b. Location
1
�u)n pP c9/i S.Sa
(City or tgwn, if applicable)
(County)
�(Zip
Code)
(State)
(Latitude)
c. Distance from shore (if applicable)
d. Depth below srface (if applicable)
e. Average daily flow rate
f. Does this outf�II have either an intermittent or a periodic discharge?
i
If yes, provide the following information:
Number f times per year discharge occurs:
Average duration of each discharge:
Average flow per discharge:
A.10. Description of Receiving Waters. - Dp /� y 7 �j
a. Name of receiving water {
/�/ C.. /
b. Name of watershed (if known)
(Longitude)
ft.
ft.
MGD
❑ Yes ❑ No (go to A.9.g.)
MGD
Months in whim discharge occurs:
1
g. Is outfail equipped with a diffuser? ❑ Yes 0 No
YtAkWI ile- l 6
United States Soil Conservation Service 14-digit watershed code
//(if
rr known):
c. Name of State Management/River Basin (if known): / L4 k
United States Geological Survey 8-digit hydrologic cataloging unit code (if known):
d. Critical low flovy 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
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER:
,,_,,,./' A p
0(0) e'.1-. r" 11/6 00.)&61
PERMIT ACTION REQUESTED:
iq C. ae, .1-,ee /
RIVER BASIN:
---/-2' 4'
A.11. Description of Treatment
a. What level of2.!_gatment are provided? Check all that apply.
nmary ❑ Secondary
❑ Advanced ❑ Other. Describe:
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal
Design SS removal %
Design P removal %
Design N removal
Other 0/0
c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
dti irf- I a -e_
If disinfection is by chlorination is dechlorination used for this outfall? 0 Yes ¢Pdcr---
Does the treatment plant have post aeration? es 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 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:
/
PARAMETER
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
Value
Units
Value
Units
Number of Samples
pH (Minimum)
(
s.u.
r7
pH (Maximum)
�
s.u.
�G.G%% 1/A
Flow Rate
; 1 ',S„?J h
Temperature (Winter)
Temperature (Summer)
' For pH please report a minimum and a maximum daily value
POLLUTANT
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
ML/MDL
Conc.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
DEMAND (Report one)
BOD5
CBOD5
FECAL COLIFORM
TOTAL SUSPENDED SOLIDS (TSS)
END OF PART A.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT
ra of[oith5P;k/
NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
-�<
,, 7,, ,,, ,yt1 ..f�+a!`I' .r: C-,•' i�- r..r-. r l.`,, -•w;.0 ,. 4�:9'� r„[ :�^�. v44.[•s ; ';' .. ¶ " •iv a.` 4 .- :-i::. t :-.irA'`•�," "rc.t7r%; �;.�r+a: -4.t. f,'.,a2::X1;7!_.�.. .:!t' :n>• .•ya 2'!,:.er,.,..,r..'. .��" .43 i... n 4..,F.�y... t.•♦ -. 3- v'S'
.j t •� i r c , 2 ia'! �' . ' h. .i y , '3:i u .Y t 24;
'BA I 'PPLICATI `INFORMA ION <�h, � : ,,,, _ •,[.. R.� x�:w ;... r • ::z
S4� ,�. -. tie,f - 1r f .(� L _ 4 :+L. :'. .3y i..:,•. M1iL.I g, ig - ,,z., " '1 . : ri. L .. -;' i�.de -,,, f _:l' Vf .f...
JS 'M.. ��r,'��'1f�' t�, t 7�'f. 'S."Y•q. '1. .A. ��?+��� �'�� , 2.N��+] ,t`h.'. ' i'.�, eJ'� 2 Y .k4 �tJ��t O ;�i i 4 t� �Yy�R_Ri""i , }t�tL. `t r.. - .. .. •-
.._ -.,'r�:.,�.>... �?:5�,�s;e�F..:).!.4�—;•?�ft..,t...., .:..-�r�� ,. _ .-9....xu..... ... - : �_,. ... . .� ... ,,..:. n.,.,..,n �..... .....�... ... �i-^
PART -B: `=�2'41ADDITI
u'`ti wch, :•ga. ,
7 M 'n
, EQUAL
S '' e
`'..�- }'�'Y.-^. �,�'. i�tlQ�vA':'7-: 14Yi7iK�7
NAL-APRL' ICATIO INFO RMATION FOR AP LICANT�S W TH A; DESIGN; FLOW GREATER THAN QF ,
- r_,s -cFzt- 3 `.• "`rroS� 11�, f 7•01* �vr 'A a. .A. ttriZ•-. , }. —s, } - r.i% . ..,e
. i..s l:(C9..",;ice :'�f. .JV'CIk'i:.. :t,y, ! _J`S�I^FC :,..yY41"f} y'.'� YiVise.Yf�t ail .[�"'t.5 .Gt j ' 7 t. It 5
p O:: MGD. l00i000, allons- r da�/1. v44 :, � ¢Y�ry�� • :r�..r-� , .
La. a •.:. i 7 .,::.r. .� i:7 , ..- 47'..j'.a, '�'i i„a. r" : V}sty 'Y r . , ...t -a. i. ;$i,'ti.
.:'1'"�"'t.�. �i.. .t. .... i�Y.t\a �'-.:1��a4. cX_ .. _. , +a.... •!7••. A{+..: :.... i-...- .. . .%. .� �.'• �..�t..,. r.. . )'* . ..
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
GPD
that flow into the treatment works from inflow and/or infiltration.
.
Briefly explain any
i
ps underway or planned to minimize inflow and infiltration.
•
B.2. Topographic' Map.
map must show the
area.)
a. The area surrounding
b. The major pipes'
treated waste
1
c. Each well where
d. Wells, springs, other
works, and 2) Used
1
e. Any areas where
f. If the treatment works
or special pipe, Show
B.3. Process Flow Diagram
backup power sources
chlorination and dechzlorination).
rates between treatrrient
B.4. Operation/Maintenance
Are any operational 'or
contractor?
If yes, list the name,';
pages•if necessary).'
Name:
Mailing Address:
Telephone Number.
Responsibilities of Cintractor.
B.5. Scheduled improvements
uncompleted plans f
treatment works has
for each. (If none, go
a. List the outfal
Attach to this application a topographic map of the
outline of the facility and the following information.
the treatment plant, including all unit processes.
or other structures through which wastewater enters
er is discharged from the treatment plant. Include
wastewater from the treatment plant is injected underground.
surface water bodies, and drinking water wells
in public record or otherwise known to the applicant.
the sewage sludge produced by the treatment works
receives waste that is classified as hazardous
on the map where the hazardous waste enters
or Schematic. Provide a diagram showing the
or redunancy in the system. Also provide a water
The water balance must show daily average
units. Include a brief narrative description of
Performed by Contractor(s).
maintenance aspects (relato wastewater treatment
area extending at least one mile beyond facility property boundaries. This
(You may submit more than one map if one map does not show the entire
the treatment works and the pipes or other structures through which
outfalls from bypass piping, if applicable.
that are: 1) within '/. mile of the property boundaries of the treatment
is stored, treated, or disposed.
under the Resource Conservation and Recovery Act (RCRA) by truck, rail,
the treatment works and where it is treated, stored, and/or disposed.
processes of the treatment plant, including all bypass piping and all
balance showing all treatment units, including disinfection (e.g.,
flow rates at influent and discharge points and approximate daily flow
the diagram.
and effluent quality) of the treatment works the responsibility of a
and describe the contractor's responsibilities (attach additional
■ Yes No
address, telephone number, and status of each contractor
( )
and Schedules of Implementation. Provide information on any uncompleted implementation schedule or
9r improvements that will affect the wastewater treatment, effluent quality, or design capacity of the treatment works. If the
several different implementation schedules or is planning several improvements, submit separate responses to question B.5
to question B.6.) •
number (assigned in question A.9) for each outfall that is covered by this implementation schedule.
I
b. Indicate whe
❑ Yes;
er the planned improvements or implementation
schedule are required by local, State, or Federal agencies.
■ No
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER:
i&n or kiepici,c.rej,itycirrild4fuhJ
PERMIT ACTION REQUESTED:
RIVER BASIN:
C/
a K
c. If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable).
•
d. Provide dates imposed
applicable. For improvements
applicable. Indicate
Implementation Stage
- Begin Construction
- End Construction
- Begin Discharge
- Attain Operationat
e. Have appropriate
Describe briefly:
by any compliance schedule
planned independently
dates as accurately as possible.
Level
permits/clearances concerning other
or any actual dates of completion for the implementation steps listed
of local, State, or Federal agencies, indicate planned or actual completion
Schedule Actual Completion
MM/DD/YYYY MM/DD/YYYY
below, as
dates, as
•
/ / / /
/ / / /
/ / / /
/ / / /
Federal/State requirements been obtained?
• Yes • No
B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD
Applicants that discharge to waters of the US must
effluent testing required by the permitting authority
on combine sewer overflows In this section. All information
using 40 CFR Part 136 methods. In addition, this data
QA/QC requirements for standard methods for analytes
based on at least three pollutant scans and must be
Outfall Number:
ONLY).
provide effluent testing data for the following parameters. Provide
for each outfall through which effluent is discharged. Do not include
the indicated
information
conducted
other appropriate
data must be
reported must be based on data collected through analysis
must comply with QA/QC requirements of 40 CFR Part 136 and
not addressed by 40 CFR Part 136. At a minimum effluent testing
no more than four and on -half years old.
POLLUTANT
MAXIMUM DAILY "'
DISCHARGE
:V AVERAGE DAILY DISCHARGE
,� , „ , :, : �• .,
ANALYTICAL
METHOD
MLJMDL
Conc.
Units ..
Conc.
Units _
Number of
..
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
CHLORINE (TOTAL
RESIDUAL, TRC)
DISSOLVED OXYGEN
TOTAL KJELDAHL
NITROGEN (TKN)
NITRATE PLUS NITRITE
NITROGEN
OIL and GREASE -
PHOSPHORUS (Total)
TOTAL DISSOLVED SOLIDS
(TDS)
OTHER
li J J pert ]..
z, , `� 4Y E D� .OF .P_ T B M lPSN .. Y + L SSS -C +Af ` i
, t , i� , x- ,.,.„! .,. .a�2 , 3e s_,.... .-,,, £ 3'^ t_.,.s v 4 r �i _ tif ,i
REFS_ II TOKTHE. APPLICATION OYERVIEIII �?} ) T DETERMINE WHICH OTHER..PARTS
_ r- � �� , }r _ .OF FORM 2A YOU MUST` COMPLETE `.
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER:
-'/Uab c?F/iboa/(FI(i1cd /YC 7 >/
PERMIT ACTION REQUESTED:
n
K70='.,t_r 1
RIVER BASIN:
c4 K.
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.
Indicat ich 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 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 ill, ge. 1K -e e / A U `%f
J /
Signature
L'�t {�/
Telephone number C, f, / J ,. 3
Date signed aCif ! ) ,-/—)�� L� o
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
E,..EIVED
1
ENR - WATER QUALITY
)INT SOURCE BRANCH
NPDES FORM 2A Additional Information

��FACICILITY NAME AND PERMIT NUMBER:
/12 / Of litirjesked1 J %o&ficu.iqi
PERMIT ACTION REQUESTED:
.
RIVER BASIN:
gc iC.
.:'C S `��'1 ,Y,,-� ..!'.• :�' F'ys 1 �""^,�i1: ,Y.:�-i•:..zbj i :E. ,f11 �, �a01- A � h7;J,1ri.s .r! 3 si. -rr ii.'�r "^^y�.n ' � 1'isy. i � .�,+ii� r^�r+t - ti.�;S: �+4 - e- «.ice
a n .;...r'�%Yrr. .."11r�, a�'::�C .�� � � j � i- �' 1 �k . �sr�•r:'_�Ax1YC i"���I. 1. 9i d t i l��,y 3, � '.-`c s �..s .�..
,SUPPLE EN - AL' APPLICATION�INFORMATION ' w''` ' y' ' r; �;,G
T -'S :- ..,,. �ru.,"tx , ' � rs. r,s G: X -�3lp•i� •> ary�:k �, t �-' f ='�.w ' � "". �'`"i.,•�L� ,�SM?t
.� + �..�� .t +.z..r FRr'='1r"}r.4 ntx {� � + sf. ar; t �g ; A r..-Y1 �- tom. .i+ ,5��• `�'i'. t-..,,,, � 'Sr. d� -.+"
! ��~ a
r.. � .. . ...'moo€.-.�i l.._.. .es.s�Fv:' � :-¢ .. :i _... .....s _- �.i _.7.�_.._. .- _ .. - .,. - - - .- : :.-: ..
PART D. EXPANDED EFFLUENT. TESTING, DATA . {.- >, � _�{1 j •
• r.,. . . •;, Y • ♦ :.,.v.N- ' fir. i.. 'Ya :ra.F xn' •.. �"(` _ r�y'F27 t U..v .l. fl•F f `
Refer to the directions on the cover page to determine whether this section applies to the treatment works.
Effluent Testing: 1.0 MGD
to have) a pretreatment program,
pollutants. Provide the indicated
effluent is discharged. Do
and Pretreatment Works. If the treatment works has a design flow greater than or equal to 1.0
or is otherwise required by the permitting authority to provide the data, then provide effluent
effluent testing information and any other information required by the permitting authority
not include information on combined sewer overflows in this section. All information reported must
using 40 CFR Part 136 methods. In addition, these data must comply with QA/QC requirements
for standard methods for analytes not addressed by 40 CFR Part 136. Indicate in the
pollutants not specifically listed in this form. At a minimum, effluent testing data must be based
than four and one-half years old.
(Complete once for each outfall discharging effluent to waters of the United
MGD or it has (or is required
testing data for the following
for each outran through which
be based on data collected
of 40 CFR Part 136 and
blank rows provided below
on at least three pollutant
States.)
through analyses conducted
other appropriate CIA/QC requirements
any data you may have on
scans and must be no more
Outfall number.
•POLLUTANT
MAXIMUM DAILY DISCHARGE ;
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD"
MLJMDL
Conc.
Units
Mass
Units
n
Conc '
Units `
Mass-
Units
Number
`- . of :
: Samples
METALS (TOTAL RECOVERABLE), CYANIDE, PHENOLS, AND HARDNESS.
ANTIMONY
ARSENIC
•
BERYLLIUM
CADMIUM
CHROMIUM
COPPER
LEAD
MERCURY
NICKEL
SELENIUM
SILVER
THALLIUM
ZINC
CYANIDE
TOTAL PHENOLIC
COMPOUNDS
-
HARDNESS (as CaCO3)
Use this space (or a separate sheet) to provide information on other metals requested by the permit writer
•
• NPDES FORM 2A Additional Information

FACT SHEET —TAR PAM RIVER BASIN
REVIEW FOR EXPEDITED PERMIT RENEWALS
(Instructions for Permit Writer)
u�7
Basic Information to Determine Potential for Expedited Permit Renewal
Reviewer s / Date:
()
�Ps 1 30/0�
`heck "
Correct
Permit Number:
NC0050661
,---
Facility Name:
Macclesfield WWTP
t-
Sub-basin number:
03-03-03
L —
Receiving Stream:
Bynum/Mill Creek
,�
Permit Stream Classification: C, NSW
Public WWTP
Private WWTP
WTP
Industrial
Other
* If WTP, add permitted flow limit(MGD): CONY GREEN RQ
SAND
IE
Pretreatment? YES (1i
(If YES then contact PERCS for data RPA)
TRC limit/footnote? YES/ADD** 0
(If in permit edit FOOTNOTE see TRC
FOOTNOTE text)
WET testing/footnote? YES/ADD** (9
(If in permit edit SPECIAL CONDITION see
WET language text, check FOOTNOTE)
NH3 limit? YES/ADD** ®
(If in permit check, edit LIMIT for applicable LIMITS
categories, monthlyhveekly or weekly/ daily)
** IWC evaluation needed? YES v&
IWC calculation in file? YES NO
***Association member? YES
(Check, edit SPECIAL CONDITION and FOOTNOTE
as warranted)
* * *Instream monitoring? YES NO
(Check, edit FOOTNOTE where warranted)
Permit Special Conditions? YES/ADD NO
(Iffacility
SPECIAL CONDITIONhasBACKUP and FOOTNOTECHLORINATIONsee text)
303(d) listed? NO
Watch Listed? YES No
Permit MODs since last renewal? YES NO
Compliance issues? YES No
Existing expiration date: 9/30/2009
Next cycle expiration date: 9/30/2014
Miscellaneous Comments
* Apply WTP Permitting Strategy, WET may be required
* * IWC requires 7Q10 flow data, check with Basin Coordinator for best source
*** Members now in Phase III, members have wavier on instream monitoring
Select Expedited Catergory That Applies To This Permit Renewal
SIMPLE EXPEDITED - administrative renewal with no changes, or only minor
❑ changes such as TRC or ownership change. Includes conventional WTPs (does not
include permits with Special Conditions, Reverse Osmosis, or Ion -exchange WTPs).
COMPLEX EXPEDITED - includes Special Conditions such as EAA, Wastewater
Management Plan, 303(d) listed, toxicity testing, instream monitoring, compliance
concerns, edit NH3 limit, phased limits, stream re -class, association membership).
NOT EXPEDITED - Mark all of the following that apply:
❑ Major Facility (municipal/industrial)
❑ Permitted flow > 0.500 MGD (requires full Fact Sheet)
❑ 0 Minor Municipal with Pretreatment Program (SIUs)
❑ ..Minor Industrial subject to Federal Effluent guidelines
❑ Limits based on RPA (toxicants/metals, GW remediation for organics)
❑ Other
ID/
2009 Tar Pam Basin Permit Review/Shared Drive/Lumber Basin