NC0031828_Permit Issuance_20031103

NPDES DOCUWENT SCANNING COVER :SLEET
NPDES Permit:
NC0031828
Vanceboro
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)
Permit
History
Document Date:
November 3, 2003
This document is printed on reuse paper - ignore any
content on the rezrerse side

NCDENR
Ms. Carol Ipock, Town Clerk
Town of Vanceboro
P.O. Box 306
Vanceboro, North Carolina 28586
Dear Ms. Ipock:
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
November 3, 2003
Subject: Issuance of NPDES Permit NC0031828
Vanceboro \W\`GTP
Craven County
Division personnel have reviewed and approved your application for renewal of the subject permit. .\ccordingly, 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 subsequendy amended).
This final permit includes the following changes from the draft permit sent to you on August 27, 2003.
• Monitoring frequencies for nitrogen and phosphorous have been changed to 2/Month to reflect the
requirements of the Neuse River Basin Nutrient Management Strategy.
• Weekly average limits for ammonia nitrogen have been corrected to reflect the proper ratio to the monthly
average of 3:1.
This permit issuance is based on the original authorization to operate a 0.25 MGD Wastewater Treatment Plant. The
request for re -rating for this facility that the Town of Vanceboro submitted is still under consideration, and the division will
advise on this matter under separate cover.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you
have the right to an adjudicators 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 tiled 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 .\ct or any other Federal or Local governmental permit that may be required. If you have any
questions concerning this permit, please contact Dawn Jeffries at telephone number [phone], extension 595.
Sincerely,
ORIGINAL SIGNED BY
Mark McIntire
cc: Central files
\\ .uhington Regional Office/Water Quality Section
NPDFIS Unit
N. C. Division of Water Quality / NPDES Unit
1617 Mail Service Center. Raleigh, NC 27699-1617
Internet: h2o.enr.state.nc.us
.\lan W. Klimek. P.E.
Phone: [phone]
fax: [phone]
DENR Customer Service Center. 1 800 623-7748

Permit NC0031828
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,
Town of Vanceboro
is hereby authorized to discharge wastewater from a facility located at the
Vanceboro WWTP
South Main Street
Vanceboro
Craven County
to receiving waters designated as Swift Creek in the Neuse 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. 2003
This permit and authorization to discharge shall expire at midnight on April 30. 2008.
Signed this day November 3, 2003.
ORIGINAL SIGNED BY
Mark McIntire
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0031828
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, arty 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 Vanceboro is hereby authorized to:
1. Continue to operate an existing 0.250 MGD wastewater treatment system with the
following components:
• Manual bar screen
a1�a�,t � a..� ��d. '2`ida�',
Grit removal a (A_ lie' rye G-�1
'1 664114(
Two parallel secondary clarifiers
✓ Tertiary sand filters
• Alum feed for phosphorus removal
Polymer feed for alum sludge conditioning
i Gas chlorination
• Chlorine contact chamber
Dechlorination
Cascade post aeration
• Automatic samplers
Flow meter
✓ Aerobic sludge d'esters
• Sludge drying beds
• Standby power
The facility is located in Vanceboro at the Town of Vanceboro WWTP on South Main
Street in Craven County.
2. After receiving an Authorization to Construct from the Division of Water Quality,
expand existing facility from 0.250 MGD to 0.300 MGD, and
3. Discharge from said treatment works at the location specified on the attached map
into Swift Creek, classified C-SW-NSW waters in the Neuse River Basin.

Latitude:
Longitude:
USGS Quad #:
River Basin #:
Receiving Stream:
Stream Class:
35° 17' 42"
77° 09' 00"
F30SW
03-04-09
Swift Creek
C SW NSW
Nt
Town of Vanceboro
Vanceboro WWTP
Craven County
NC0031828

Permit NC0031828
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of this permit and lasting until expansion
above 0.25 MGD or 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
Daily
Maximum
Measurement
Frequency
Sample Type
Sample
Location1
Flow
0.25 MGD
Continuous
Recording
Influent or Effluent
Total Monthly Flow
Monitor & Report
Monthly
Calculated
Influent or Effluent
BOD, 5-day (20°C)2
(April 1 - October 31)
5.0 mg/L
7.5 mg/L
Weekly
Composite
Influent & Effluent
BOD, 5-day (20°C)2
(November 1- March 31)
10.0 mg/L
15.0 mg/L
Weekly
Composite
Influent & Effluent
Total Suspended Solids2
30.0 mg/L
45.0 mg/L
Weekly
Composite
Influent & Effluent
NH3 as N
(April 1- October 31)
2.0 mg/L
6.0 mg/L
Weekly
Composite
Effluent
NH3 as N
(November 1 - March 31)
4.0 mg/L
12.0 mg/L
Weekly
Composite
Effluent
.
Dissolved Oxygen3
Weekly
Grab
Effluent,
Upstream &
Downstream
Fecal Coliform
(geometric mean)
200 / 100 ml
400 / 100 ml
Weekly
Grab
Effluent
Total Residual Chlorine4
28 pg/L
2/Week
Grab
Effluent
Temperature (12C)
Daily
Grab
Effluent
Temperature (°C)
Weekly
Grab
Upstream &
Downstream
TKN (mg/L)
Monitor & Report
2/Month
Composite
Effluent
NO2-N + NO3-N (mg/L)
Monitor & Report
2/Month
Composite
Effluent
TN (mg/L)5
Monitor & Report
2/Month
Composite
Effluent
TN Loads
Monitor & Report (lb/ma)
Monitor & Report (Ib/yr)
Monthly
Annually
Calculated
Calculated
Effluent
Effluent
Total Phosphorus'2.0
m /L (quarterly average)
2/Month
Composite
Effluent
pH8
1
Weekly
Grab
Effluent
Footnotes:
I. Upstream = at NCSR 1440. Downstream = approximately 2 miles downstream from the outfall.
2. The monthly average effluent BOD5 and TSS 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 5.0 mg/L.
4. This limit will become effective June 1. 2005.
5. For a given wastewater sample. TN = TKN + NO2-N + NO3-N. where TN is Total Nitrogen and TKN is Total
Kjeldahl Nitrogen.
6. TN Load is the mass load of Total Nitrogen discharged in a given period of time. See special condition A.
(3.). Calculation of TN Loads.
7. The quarterly average for total phosphorus shall be the average of composite samples collected during each
calendar quarter (January -March. April -June. July -September. October -December).
8. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit NC0031828
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning upon expansion to 0.30 MGD 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
Daily
Maximum
Measurement
Frequency
Sample Type
Sample
Location1
Flow
0.30 MGD
Continuous
Recording
Influent or Effluent
Total Monthly Row
Monitor & Report
Monthly
Calculated
Influent or Effluent
BOD, 5-day (20°C)2
(April 1— October 31)
5.0 mg/L
7.5 mg/L
Weekly
Composite
Influent & Effluent
BOD, 5-day (202C)2
(November 1— March 31)
10.0 mg/L
15.0 mg/L
Weekly
Composite
Influent & Effluent
Total Suspended Solids2
30.0 mg/L
45.0 mg/L
Weekly
Composite
Influent & Effluent
NH3 as N
(April 1 — October 31)
2.0 mglL
6.0 mg/L
Weekly
Composite
Effluent
NH3 as N
(November 1— March 31)
4.0 mg/L
12.0 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 Chlorine4
28 pg/L
2/Week
Grab
Effluent
Temperature (°C)
Daily
Grab
Effluent
Temperature (2C)
Weekly
Grab
Upstream &
Downstream
TKN (mg/L)
Monitor & Report
2/Month
Composite
Effluent
NO2-N + NO3-N (mglL)
Monitor & Report
2/Month
Composite
Effluent
TN (mg/L)5
Monitor & Report
2/Month
Composite
Effluent
TN Loads
Monitor & Report (Ib/mo)
Monitor & Report (Ib/yr)
Monthly
Annually
Calculated
Calculated
Effluent
Effluent
Total Phosphorus'
2.0 (quarterly average)
2/Month
Composite
Effluent
pH8
IL
Weekly
Grab
Effluent
Footnotes:
1. Upstream = at NCSR 1440. Downstream = approximately 2 miles downstream from the otitfall.
2. The monthly average effluent BOD5 and TSS 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 5.0 mg/L.
4. This limit will become effective June 1, 2005.
5. For a given wastewater sample. TN = TKN + NO2-N + NO3-N. where TN is Total Nitrogen and TKN is Total
Kjeldahl Nitrogen.
6. TN Load is the mass load of Total Nitrogen discharged in a given period of time. See special condition A.
(3.). Calculation of TN Loads.
7. The quarterly average for total phosphorus shall be the average of composite samples collected during each
calendar quarter (January -March. April -June. July -September. October -December).
8. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit NC0031828
A. (3). CALCULATION OF TOTAL NITROGEN LOADS
1. The Permittee shall calculate monthly and annual TN Loads as follows:
(1) Monthly TN Load (lb/mo) = TN x TMF x 8.34
where:
TN = the average Total Nitrogen concentration (mg/L)
of the composite samples collected during the
month
TMF = the Total Monthly Flow of wastewater discharged
during the month (MG / mo)
8.34 = conversion factor, from (mg/L x MG) to pounds
(2) Annual TN Load (lb/yr) = Sum of the 12 Monthly TN Loads for the calendar year
2. The Permittee shall report monthly Total Nitrogen results (mg/L and lb/mo) in the discharge
monitoring report for that month and shall report each year's annual results (lb/yr) in the
December report for that year.

Vanceboro EAA
Subject: Vanceboro EAA
Date: Tue, 23 Sep 2003 10:08:21 -0400
From: Christie Jackson <[e-mail]>
Organization: NC DENR DWQ
To: Mike Templeton <[e-mail]>
CC: Kristin Jarman <[e-mail]>
Mike -
Kristin asked about an EAA for Vanceboro. I just drafted the
renewal....but no EAA info was in the file. She thinks she spoke to you
about it at one point. Do you have any info? If not, let me know and
we'll try to figure out who has it.
Thanks -
Christie
q /23/03
!)LL ERR rnik'i
Ow F1os htticL he;
1sjuinik.1- +/to/at gct fticitA4'.ct
kin � � .
�o-� ���y Ais
,c IOLJ I, M s-s
/k?ccrpora ?L i v-J& RroJ Pi',ri'-
1 of 1
9/23/03 10:08 A1V

AFFIDAVIT OF PUBLICA
NORTH CAROLINA.l
Wake County. ) Ss.
PUBLIC NOTICE
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION/
NPDES UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NC 27699.1617
NOTIFICATION OF INTENT TO ISSUE A NPDES
WASTEWATER PERMIT
On the basis of thorough staff review and application of NC
General Statute 143.21, Public law 92-500 and other lawful
standards and regulations, the North Carolina Environ-
mental Management Commission proposes to issue a
National Pollutant Discharge Elimination System
(NPDES) wastewater discharge permit to the person(s)
listed below effective 45 days from the publish date of this
notice.
Written comments regarding the proposed permit will be
accepted until 30 days offer the publish date of this notice.
All comments received prior to that dote are considered In
the final 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 public
interest.
Copies of the draft permit and other supporting informa-
tion on file used to determine conditions present in the draft
permit are available upon request and payment of the costs
of reproduction. Mail comments and/or requests for infor-
mation to the NC Division of Water Quality at the above
address or call Ms. Volery Stephens at [phone].
extension 520. Please include the NPDES permit number
(attached) in any communication. Interested persons moY
also visit the Division of Water Quality at 512 N. Salisbury
Street, Raleigh, NC 27604-1148 between the hours of 8:00
a.m. and 5:00 P.M. to review information an file.
NC0056714 Tradewinds Homeowners Association, NCSR
2227, Raleigh, NC has applied for a Permit renewal of ifs
facility located in Wake County discharging treated waste-
water into Harris Creek in the Neuse River Basin. Current•
Iv Ammonia as N, Fecal Coliform, and Total Residual
Chlorine ore water quality limited. This discharge may
affect future allocations in this portion of the receiving
stream.
N00062715, Heater Utilities, Inc. (Crooked Creek Subdivi-
sion) has applied for a permit renewal of its facility located
in Wake County discharging treated wastewater into
Middle Creek in the Neuse River Basin. Currently 8005,
Ammonia as N, Fecal Coliform, Total Residual Chlorine
and Total Phosphorus are water quality limited. This
discharge may affect future allocations in this portion of
the receiving stream.
NC0061638 Nero Utility Services, Inc. (Amherst WWTP),
off of NCSR 1404, NC has applied fora permit renewal of its
facility located in Wake County discharging treated waste-
water into Middle Creek in the Neuse River Basin. Current.
ly 8005, Ammonia as N, Fecal Coliform, Total Residual
Chlorine and Total Phosphorus are water quality limited.
This discharge may affect future allocations in this portion
of the receiving stream.
N00031828 Town of Vanceboro has applied for o permit
renewal of its facility located in Craven Cunty dishcarging
treated wastewater into Swift Creek in the Neuse River
Basin. Currently BODS, Ammonia as N. Fecal Coliform,
Total Residual Chlorine and Total Phosphorus are water
quality limited. This discharge may affect future afloca•7 the books and files of the aforesaid Corporation and publication.
Hans in this portion of the receiving stream.
N&0: August 30, 2003
N SEP - 8 2003
SEAL
DENR-WATER QUALITY
POINT SOURCE BRANCH
Before the undersigned, a Notary Public of Johnston
County North Carolina, duly commissioned and authorized to
administer oaths, affirmations, etc., personally appeared Ivy
Marsch, who, being duly sworn or affirmed, according to law,
doth depose and say that she is Billing Manager -Legal
Advertising 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 NC
DIVISION OF WATER QUALITY was inserted in the
aforesaid newspaper on dates as follows: 08/30/03
Account Number: 73350831
Billing Manager -Legal Advertising
Sworn or affirmed to, and subscribed before me, this
02 day of SEPTEMBER , 2003 AD
In Testimony Whereof, I have hereunto set my hand
and affixed my official seal, the day and year aforesaid.
n
Notary Public
t5 c (' L' ram- (~�
+� i�i
l i.
My commission expires 2nd day of July, 2005.

Residual Chlorine and Ammonia Toxicity Assessment
Residual Chlorine
s7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL
IWC (%)
Allowable Concentration (ug
Fecal Limit
Ratio of 1.9 :1
Ammonia as NH3
(summer)
0.75 s7Q10 (CFS) 0.75
025 DESIGN FLOW (MGD) 0.25
0.3875 DESIGN FLOW (CFS) 0.3875
17.0 STREAM STD (MG/L) 1.0
0 UPS BACKGROUND LEVEL 0.22
34.07 IWC (%) 34.07
49.90 Allowable Concentration (rr 2.51
Ammonia as NH3
(winter)
w7Q10 (CFS)
200/100mI DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL
IWC (%)
Allowable Concentration (rr
5:'.
0.25
0.3875
1.8
0.22
7.19
22.19
8/21/03
CRJ
NC0031828

Residual Chlorine and Ammonia Toxicity Assessment
Residual Chlorine
s7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL
IWC (%)
Allowable Concentration (ug
Fecal Limit
Ratio of 1.6 :1
Ammonia as NH3
(summer)
0.75 s7Q10 (CFS)
0.3 DESIGN FLOW (MGD)
0.465 DESIGN FLOW (CFS)
17.0 STREAM STD (MG/L)
0 UPS BACKGROUND LEVEL
38.27 IWC (%)
44.42 Allowable Concentration (rr
Ammonia as NH3
(winter)
w7Q10 (CFS)
200/100mI DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL
IWC (%)
Allowable Concentration (rr
0.75
0.3
0.465
1.0
0.22
38.27
2.26
5
0.3
0.465
1.8
0.22
8.51
18.79
8/21/03
C RJ
NC0031828

0
6
48
.
SLUDGE TRANSFER
PUMP S TA TION #2
ALUM / POL YMER - \
19
SLUDGE DRYING BEDS
(
34
3
OXIDATION
DITCH 11
PRELIMINARY
TREATMENT
OXIDATION
DITCH /2
AEROBIC
BUILDING
(1-5)
L1)FLOW
SPLITTER
R
40 f
41 42
SLUDGE
DRYING
BEDS (6- 7)
16 r 17
SLUDGE
TRANSFER
PUMP
STATION 11
AEROBIC
DIGESTER
11
LAB AND
YANTINANC(
BtAOlND
0
CHLORINA TION
BUILDING
SECONDARY
CLARIFIER 11
TERTIARY
FL TER 11
TERTIARY
FIL TER /2
RE TURN
SLUDGE
PUMP
STATION /2
C1,/SO, FEED
ZBUILDING
DECHL OR/NA TION
BUILDING
EFFL UEN T
PUMP STA TION
10
CHLORINE
CONTACT
OROMM1
POST AERATION
(CASCADE TYPE)
LEGEND
FLOW THROUGH PIPING
SLUDGE PIPING
DRAIN PIPING
CHEMICAL PIPING
WATER PIPING
VANCEBORO WWTP
PLANT L A YOU T-PIPING & VALVE NUMBERING
FIGURE 1.5-1

valteetw,c,
y.0). 5,140,00 306
VeLpicetio441„ t.Alattfi (?..opktteitia., 28586
xwrikr4)rt.,1 ,finattitomL.gii4hJE/Dia'al
CIMALI¢C: C193101, 1011,4"Lt:M. lit14,7Binatla 0174.903.174
uri p 64110.14.11.DAY 0111:1VAN
DAVittl, IrfIllATHOP..1411/4.7:
VE:11111',,Xxr
CLAYTON votukarr
DECEVCBER. 17, 2002
N. C. DIVISION OF WATER. QUALM
NPDES UNIT
1617 MAIL SERVICE CENTER
RALocia, N. C. 27699-1617
AT1N: VALERY STEPHENS
WE RECEIVED YOUR REQUEST FOR 2 COMES OF OUR NPDES APPLICATION'S
THIS MORNING, DECEMBER 17 YOUR. NOTICE WAS DATED NOVEMBER., 13
THEY }TORE THESE ARE LA IE. SORRY.
SINCERELY,
CAROL C. 'MOCK
1.1?
\'111
DEC g 2002

ffothi cif Vanceliteita
,9)„0. atm 306
Van liatiA &mew' et 28586
PlAT Oli.: JI L. I llsO 1.IL1
CLIO f! C*acaa. C. Wet CZ
Truce IKON= z I4 .i .o►
` A�)It3lti�f:
31Y s:naysrr224:
SIMILIXT mYAN
DAV YJLW OAJIZ
AZ. VIDIIIILY
OCTOBER. 25, 2002
THE TOWN OF VANCEBOR REQUEST RENEWAL FOR NPDES NC0031828
THE PLANT DESIGN FLOW IS 2500,000 GIPD.
THE PLANT CONSISTS OF:
(1) MANUAL BAR SCREEN AND GRIT REMOVAL CHAMBER.
(2) ALUM I# SYSTEM FOR PHOSPHORUS REMOVAL.
(3) CLARIFIER. WITH A VOLUME OF APPROX.. 63,000 GALLONS.
(4) 'TE.TLARY FILTER CAPABLE OF 540 GPM
(5) CL2 SYSTEM
(6) DECLORINATION SYSTEM WHERE SULFUR DIOXIDE IS USED.
(7) CHLORINE CONTACT CHAMBER
(8) TWO EFFLUENT PUMPS CAPABLE OF 521 GPM EACH
(9) POST AERATION UNIT USING THE CASCADE AND ONE AT
(10)TWO AUTOMATIC SAMPLERS , ONE ATINFLUENT
El -FLUENT .
(11)TWO RETURN SLUDGE PUMPS RATED AT 234 GPM.
(12)TWO SLUDGE/TRANSFER PUMPS RATED AT 300 GPM.
(13 )POLYMF".R FEED SYSTEM
(14)DIGESTE WITH A VOLUME AF APPROX. 50,800 GALLONS.
(15)DECANT SYSTEM WITH DIGESTS.
(16)DRYTNG BEDS
DLUDGE DISPOSAL IS HANDLED BY BELt4G HAULED TO THE LANDFILL
IN CRAVEN COUNTY (PERMIT #25-03).
TOTAL DISSOLVED SOLIDS HAVE BEEN SENT TO THE LAB. AS RESULTS
HAVE NOT BEEN RECEIVED THEY W.Q. BE FORWARDED TO THE STATE
WITH COVER LETTER .AS SOON AS RECEIVED.
SINCERIMY,
CAROL C. IPOCR
TOWN CLERK