NC0050661_Permit Issuance_20000221

NPDES DOCIMENT !MCANNINO COVER :MEET
NPDES Permit:
NC0050661
Macclesfield WWTP
Document Type:
ermit 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:
February 21, 2000
This; document ins printed on reuiae paper - ignore any
content on the reYerssse side

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
February 21, 2000
Mayor Mike Keel
Town of Macclesfield
P.O. Box 185
Macclesfield, North Carolina 27852
A�A
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Issuance of NPDES Permit NC0050661
Macclesfield WWTP
Edgecombe County
Dear Mayor Keel:
The Division received your application for a wastewater discharge permit on August 10, 1999.
Division personrrel have reviewed and approved your application. 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 December 6, 1983, and as subsequently amended.
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 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 [phone], extension 511.
cc: Central Files
Raleigh Regional Office/Water Quality Section
NPDES Unit
Point Source Compliance Enforcement Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
An Equal Opportunity Affirmative Action Employer
Sincerely,
Original Signed By
David A. Goodrich
Kerr T. Stevens
Telephone [phone] FAX [phone]
VISIT US ON THE INTERNET @ http://h2o.enr.state.nc.us/NPDES

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
Macclesfield WWTP
NCSR 1109
Macclesfield
Edgecombe County
to receiving waters designated as an unnamed tributary to Bynum Mill Creek 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 effective April 1, 2000.
This permit and authorization to discharge shall expire at midnight on September 30, 2004.
Signed this day February 21, 2000.
Original Signed By
David A. Goodrich
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0050661
SUPPLEMENT TO PERMIT COVER SHEET
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
• Influent flow meter
• Grit removal
• Dual oxidation ditches
• Clarifier
• Tertiary filters
• Chlorine contact chamber
• Effluent flow meter
• Post -aeration
This facility is located at the Macclesfield WWTP south of Macclesfield on NCSR
1109 in Edgecombe County.
2. Discharge from said treatment works at the location specified on the attached
map into an unnamed tributary to Bynum Mill Creek, classified C-NSW waters in
the Tar -Pamlico River Basin.

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Latitude: 35°44'42'
Longitude: 77°40'00'
Quad # E28NW
Receiving Stream:
UT Bynum Mill Creek
Stream Class: C-NSW
Subbasin: 30303
NC0050661
Town of Macclesfield
wwr
SCALE 1:24000

Permit NC0050661
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
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
LIMITS
MONITORING -REQUIREMENTS
Monthly
Average
Weekly
Average
Measurement
Ffeggency
Sample Type
Sample Location.'
Flow
0.175 MGD
_ Continuous
Recording
Influent or Effluent
BOD, 5-day (202C) 2
(April 1- October 31)
6.0 mglL
9.0 mglL
Weekly
Composite
Influent & Effluent
BOD, 5-day (20°C) 2
(November 1- March 31)
8.0 mglL
12.0 mglL
Weekly
Composite
Influent & Effluent
Total Suspended Residue2
30.0 mg/L
45.0 mg/L
Weekly
Composite
Influent & Effluent
NH3 as N
(April 1 - October 31)
2.0 mg/L
Weekly
Composite
_
Effluent
NH3 as N
(November 1- March 31)
3.0 mg/L
Weekly
Composite
Effluent
Dissolved 0xygen3
Weekly
Grab
Effluent,
Upstream & Downstream
Fecal Coliform
(geometric mean)
200 / 100 ml
400 / 100 ml
Weekly
Grab
Effluent
Total Residual Chlorine
2/Week
Grab
Effluent
Temperature (2C)
Daily
Grab
Effluent
Temperature (2C)
Weekly
Grab
Upstream & Downstream
Total Nitrogen
(NO2+NO3+TKN)
2/Month
Composite
Effluent
Total Phosphorus
2/Month
Composite
Effluent
pH4
Daily
Grab
Effluent
Footnotes:
1. Upstream = at least 100 feet upstream from the outfall. Downstream = at least 300 feet downstream from
the outfall.
2. The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15% of
the respective influent value (85% removal).
3. The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L.
4. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be
monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
A. (2.) Nutrient Reduction Requirement
The Tar -Pamlico Nutrient Sensitive Waters (NSW) Implementation Strategy requires a total reduction
in nutrients (total phosphorus and total nitrogen) within the Tar -Pamlico River basin.
If requirements other than those listed in this permit are adopted as part of a future revision to the
NSW strategy, the Division reserves the right to reopen this permit and include those 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.

NPDES STAFF REPORT AND RECOMMENDATIONS
FOR RENEWAL OF THE NPDES PERMIT FOR THE TOWN OF
MACCLESFIELD WWTP
SOC PRIORITY PROJECT: Yes _ No X
If Yes, SOC No.:
Date: February 16, 2000
To: Water Qu ty_NPDESUnit
Atte on: Charles Weaver
County: Edgecombe C'
Permit No.: NC0050661
PART I - GENERAL INFORMATION
Facility and Address: Town of Macclesfield WWTP
P.O. Box 185
Macclesfield, NC 27852
I
F E B 2 2000
DE' R - V'!ATER QUALITY
POINT Sn..;. ; R1NCH
2. Date of Site Visit: August 27,1999
3. Report Prepared by: Timothy D. Baldwin
4. Persons Contacted and Telephone Number: Phillip Wainwright [phone]
5. Directions to Site: From Wilson take NC Hwy 42 East to Macclesfield. Pass Town Hall
on right, go to SR 1109 and take a right, go about 0.6 miles, WWTP entrance is on the
left.
6. Discharge Point(s), list for all discharge points:
Latitude: 35" 44' 42" Longitude: 77° 39' 58"
Attach a USGS map extract and indicate treatment facility site and discharge point on map.
U.S.G.S. Quad No.: E28NW U.S.G.S. Quad Name: Fountain, NC
NPDES Staff Report
Page 1
71)

7. Site size and expansion area consistent with application? Yes: X No:
If No, explain:
8. Topography (relationship to flood plain included): It is difficult to determine if the facility
is witlin the floodplain without having the facility surveyed onto the floodmaps. It is
very close to the floodplain, if it isn't in it.
9. Location of nearest dwelling: >400 feet
10. Receiving stream or affected surface waters: UT to Bynum Mill Creek, Tar River Basin
•
c.
Classification: C NSW
River Basin and Subbasin No.: 03-03-03
Describe receiving stream features and pertinent downstream uses: The creek
which cries the effluent from Macclesfield eventually mixes with the
creek which cries the effluent from Pinetops. The water from the two
creeks then travels to the Tar River, where it is upstream of Greenville's
water intake.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater to be permitted: 0.175 MGD
b.
What is the current permitted capacity of the Waste Water Treatment facility? 0.175
MGD
c. Actual treatment capacity of the current facility (current design capacity)? 0.175
MGD
d. Date(s) and construction activities allowed by previous Authorization to Construct
issued in the previous two years: None
e. Please provide a description of existing or substantially constructed wastewater
treatment facilities: The wastewater treatment process train consists of a manual
barscreen, a grit chamber, 3 influent pumps, an oxidation ditch with 2 aerating
I'Ibrushes, a "grease trap", a perimeter feed clarifier, a splitter box for RAS and
WAS, 2 sand filters, chlorine gas disinfection, chlorine contact chamber,
reaeration/backwash chamber, and an effluent flowmeter. The sludge handling
process train consists of an aerobic digester and sludge drying beds.
NPDES Staff Report
Page 2

f. Please provide a description of proposed wastewater treatment facilities: None
g•
h.
Possible toxic impacts to surface waters: Chlorine
Pretreatment Program (POTWs only):
in development: approved:
should be required: not needed: X
2. Residuals handling and utilization/disposal scheme:
a. If residuals are being land applied, please specify DWQ permit no.:
b.
Residual Contractor:
Telephone No.:
Residuals stabilization: PSRP: X PFRP:
Other:
c. Landfill: Edgecombe County is accepting and disposing of Macclesfield's sludge.
The dry sludge is mixed into the top two feet of cover when a given landfill
section is closed.
d.
Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating sheet): Grade II Biological WPCS
4. SIC Code(s): 4952
5. Wastewater Code(s) of actual wastewater, not particular facilities i.e.., non -contact cooling
water discharge from a metal plating company would be 14, not 56. Include more than one
code if applicable: 01
6. Main Treatment Unit Code: 101-1
PART III - OTHER PERTINENT INFORMATION
1 I thisfacilityCo
nstruction being constructed with Co struction Grant Funds or are
any public monies involved. (municipals only)? NA
2. Special monitoring or limitations (including toxicity) requests: None
NPDES Staff Report
Page 3

3. Important SOC, JOC or Compliance Schedule dates: (Please indicate)
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
4. Alternative Analysis Evaluation: Has the facility evaluated all of the non -discharge options
available? Please provide regional perspective for each option evaluated.
Spray Irrigation: Considerable amount of farm land directly adjacent to facility. Spray
irrigation could possibly be a viable alternative. The operator indicated that the Town
has been considering supplementing their NPDES permit with a Non -Discharge permit.
Connection to Regional Sewer System: The Town of Pinetops is approximately 3.5 miles
away. These two communities should be looked at for possible regionalization.
Subsur
ace: Not a viable option.
Other disposal options: None
5. Other Special Items:
PART IV - EVALUATION AND RECOMMENDATIONS
The Raleighegional Office has reviewed the current submittal package requesting renewal
of the NPDES,permit for the Town of Macclesfield WWTP. Ourstaff has reviewed our files
of the above referenced site, performed a site visit and Compliance Evaluation Inspection, in
order to make the following comments and recommendations for the request.
1)
Please see the attached CEI letter.
2) As mentioned in the section pertaining to Alternatives Analysis Evaluation
above, there are other options available to the Town of Macclesfield. Spray
irrigation would be another option available to the Town of Macclesfield. This
option is supposedly being investigated by the Town and their engineer to use
in coordination with their existing NPDES permit. The other option is
regionalization with Pinetops. These two towns are approximately 3.5 miles
apart. It may be economically feasible, now or in the future, to combine these
two wastewater treatment systems into one larger, joint sewer authority, with
one discharge.
NPDES Staff Report
Page 4

Based on the above, the RRO recommends that the subject project be awarded a renewal for
their NPDES permit as requested, pending NPDES Unit satisfaction of all requirements.
Signa tune epo preparer
Water Quality Regional Supery or
Permit No. N �i0050661
file h:lnpdes-sr\nc50661.sr
NPDES Staff Report
Page 5
z �s 00
ate
D e

ATM
NCDENR
JAMES B. HUNT JR.
GOVERNOR
Mike Keel, Mayor
Town of Macclesfield
P.O. Box 185
Macclesfield, NC 27852
Subject:
Dear Mr. Keel:
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RALEIGH REGIONAL OFFICE
DIVISION OF WATER QUALITY
February 14, 2000
Compliance Evaluation Inspection
Town of Macclesfield WWTP
NPDES Permit No. NC0050661
Edgecombe County
The subject inspection was performed on August 27, 1999, by Tim Baldwin of this office.
The cooperation of Phillip Wainwright was appreciated. Below is a numerical listing of the
findings during our inspection.
1) The current permit for the above mentioned facility became effective on
March 1, 1995, and expires February 28, 2000. The facility has a permitted flow of
0.175 MGD. The facility is a Class II facility. The ORC on record is Phillip
Wainwright.
2) The wastewater treatment process train consists of a manual barscreen, a grit
chamber, 3 influent pumps, an oxidation ditch with 2 aerating brushes, a "grease
trap", a perimeter feed clarifier, a splitter box for RAS and WAS, 2 sand filters,
chlorine gas disinfection, chlorine contact chamber, reaeration/backwash chamber,
and an effluent flowmeter.
3) The sludge handling process train consists of an aerobic digester and sludge
drying beds. Land application of solids is contracted out.
4) One years worth of DMRs (December, 1998, to November, 1999) were
reviewed for compliance with permit conditions. Violations are noted on the
attached list. Note that values reported as "greater than" are not valid results. Please
contact your commercial laboratory and explain that they need to modify their
dilutions so that these results do not occur. Please verify that the contract laboratory
has been contacted.
3800 BARRETT DRIVE, SUITE 101, RALEIGH, NORTH CAROLINA 27609
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/109'r, POST -CONSUMER PAPER

Mr. Keel
February 14, 2000
Page2
5) Laboratory results were checked against the DMR for one month. Everything
appeared to be correspond. The operator performs DO, temperature, chlorine, and pH on
site, the rest is contracted out to a commercial laboratory. To perform DO, temperature,
chlorine, and pH on site, your facility must have a certificate of exemption from the Lab
Certification Unit. Please verify that you have a certificate of exemption, or contact the Lab
Certification Unit to obtain one at [phone].
6) The influent and effluent composite samplers were checked for compliance. The
influent sampler read 1 degree C, and takes time proportional samples (29 mL every 30
minutes). The effluent sampler read 1.7 degrees C, and takes flow proportional samples. It
is acceptable for the influent sampler to take time proportional samples, however, it must
take them at time intervals no greater than 20 minutes, and the sample volume must be at
least 160 mL. Please verify that the changes have been made. In addition, please describe
the flow proportional sampling method (how many mL per how many gallons flow) of the
effluent flowmeter.
7) The flowmeter had last been calibrated on March 24, 1999, which is within the one
year requirement.
8) We visited Pump Station #1 and Pump Station #2 during the inspection. Both
appeared to be operational, with on -site audible and visual alarms. The Town has a rodder
truck, and uses fire trucks to flush sewer lines. They occasionally borrow a jet -vac from
Wilson, and they have had certain problem lines smoked and televised. The Division
recommends that all lift stations have telemetry, please list which lift stations have telemetry,
and which do not.
9) During the inspection it was noticed that the digester had a considerable mat of old
sludge with vegetation growing on top. The operator also indicated that "Round -up" is
occasionally used on the sludge in the digester to reduce the vegetation. Proper operation
of all treatment units is a requirement of the permit. This office recommends that additional
mixing (capacity be added to the digester if it is unable to keep everything mixed. We also
strongly discourage the application of "Round -up" or other herbicides to any of the
biological units at the WWTP. This chemical could have detrimental effects on the operation
of the digester due to its biological nature, as well as the oxidation ditch, since digester
supernatant is pumped back through the plant. Proper mixing should prevent any vegetative
growthijfrom forming. Please provide comments on how the Town intends to address this
situation. Please be advised that federal law requires that pesticides can be used only as
directed on the label.

Mr. Keel
February 14, 2000
Page 3
10) The operator indicated that he had a sufficient spare parts inventory, however, he did
not have a spare pump for the lift stations. In addition, he indicated that the WWTP did not
have a;backup generator on site. This office recommends that a spare pump be purchased
for the llift stations to expedite correcting any mechanical problems, and we also recommend
that apermanent backup generator be purchased which can run all essential WWTP
equipment in case of power loss. Please provide comments on this issue.
11) Several influent BOD values were extremely high, since we are not aware of any
industries in Macclesfield. Please explain why there are occasional high values.
Please respond in writing to items 4, 5, 6, 8, 9, 10, and 11 by March 17, 2000 detailing actions taken
by the Town of Macclesfield to address these items. You are reminded that any violation of the
NPDES permit is subject to enforcement action by this Division and/or the U.S. Environmental
Protection Ag ncy.
If you have any, questions concerning this information please contact me at [phone] ext. 251.
Sincerely,
iy a/L.
Timothy D. Baldwin
Environmental Engineer
cc: EPA
Edgeco be County Health Department
Permit # NC0050661
File h:\inspect\nc50661.cei

Limit Violations
Town of Macclesfield WWTP
Listing of Violations
December 1998 - November 1999
Weekly Average Limit Violations
Parameter Date Reported Value Limit nits
Fecal Coliform 990110-990116 >6000 400 /100m1
Fecal Coliform 990718-990724 >6000 400 /100m1
Fecal Coliform 990905-990911 >6000 400 /100m1
Values Reported as Greater Than
Parameter Date Reported Value Units Location
BOD-5 990701 >990 mg/1 Influent
BOD-5 990819 >990 mg/1 Influent
BOD-5 990902 >1000 mg/1 Influent
BOD-5 991014 >700 mg/1 Influent
BOD-5 991111 >680 mg/1 Influent
BOD-5 991118 >330 mg/1 Influent
Fecal Coliforrri 990617 >6000 /100m1 Upstream
Fecal Coliform 990617 >6000 /100m1 Downstream
Fecal Coliform 990624 >6000 /100m1 Downstream
Fecal Coliform 990708 >6000 /100m1 Downstream
h:\inspect\nc50661.1ov

LEGAL ADVERTISING INVOICE
No. 14 �1 7/
THE ROCKY MOUNT TELEGRAM
PUBLISHED BY ROCKY MOUNT PUBLISHING COMPANY
ROCKY MOUNT, NORTH CAROLINA 27801
December 26,1999
F—NCDENR/DWR/NPDES
Attn: Chattie Jackson
1617 Mail Service Center
Raleigh, NC 27699-1617
AFFIDAVIT OF PUBLICATION
I solemnly swear that from my personal
knowledge and from reference to the files of
THE ROCKY MOUNT TELEGRAM, a
newspaper printed and published at Rocky
Mount, in the COUNTY of Nash, STATE of
North Carolina, the Advertisment referred to
on this invoice was published on the date(s)
indicated.G'citLe
Legal Advertising Clerk
Sworn and subscribed )`-beeffoore me this
day of_ "-C—
G
Not Public
My Commission Expirespp_ ��ql �
"That said newspaper at time of publication of
this notice was qualified under G.S. 1-597 to
publish such legal advertising."
TOTAL INCHES '7 .mil/
AMOUNT DUE $ / p /6
DESCRIPTION: Public Notice
PUBLISHED: December 26,1999
Public Notice
State bi't.,,. or Llifolina
Environmental MarRa ,r ment
Commission/NPDES Unit
1617 Mail Service Center
Notification ,of intent. To Issue i
A NPDES astewater Permit
On. the basis or thorough staff
review and application of NC
General Statute 143.2t,. Public
IaW . 92.500 and other lawful
standards and regulations, the
North. Carolina Environmental
Mahagemont Commission pro-
poses to issue a National Pai-
lufant Discharge Elimination
System (NPDES) wastewater
discharge perrpit to the I
person(s): listed on the attached
naves effective days from
• - the, publish date ofahis notice..
Written comments regarding.
the prnpesed.: permit- will be
accepted unti1.30 days after .the
Pppblish date or this notice. All
cdfhments received prior • to
-that date are considered:in.the I
i fiif�17I determinations 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 ptfblic interest.
Copiesof the draft permit and
other supporting information on
fire used to determine condi•
tions present in the draft per-
mit are available upon request
and payment of the costs of
and/or requests Man
inl orio nmattn
t0 the Ng .Division of..Water
•Quality,at the above agdres513t'
Cali M. Christie Jacksoil at
._ (919)—733-5083, exlen0ioft• 508.
Please include.the NPDES per-
mit number (attached) in any
• communication, .Ititel'e5ted per-
, sons may,also visit the Division
of Water quality et.4i141. Sal-
isbury Street, Raieighi;: NC.
27604.11-40 between t0M ttrisjrs 0.
8:00 a.m.. and S 0 art, fo t
review information pit firgzi
NPDES Perm. it - Ntt iiberi1
N C9020061; - Town- of'-5 p9iii4
Hope (WWTP), P'.O. I3nk•, $7,
Spring Hope, NC 77882 • ha'"
applied for a permit renewal' -
for a facility located in Nash
County discharging treated .
.wastewater into the -.Tar River '
`.in -.the :Tar -Pamlico River •
Basin. Currently no parameters
:are- water quality limited. This
':. discharge may affect future
'allocations in this portion of the
receiving stream.
NPDES .permit Number
N000506151, Town of: Maccles-
fi (d (WWTP), P.O. Box. 105,
Macclesfield, NC 27852 has
applied for a perinit renewal
for a facility located i 1 Edge.
tomhe• County discharging
treated wastewater into an
unnamed tributary to Bynum
Mill Creek in the Tar -Pamlico
River Basin,Currently ROD
and ammonia 'nulrngen are
`water quality limited. This dis-
charge ntat affect future • allo-
cations in this portion of the
receiving stream.
•38'i
Dec 26, 1999 t,,

The Town of Macclesfield is sending our dry sludg - to Be 'e County, which has
a Tined landfill and is approved to accept dry sludg . Al ' a erwork required h
been completed with Bertie County.
ike Keel, Mayor