NC0078131_Permit Issuance_20140721

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Jun Freeman, City Manager
City of Havelock
P.O. Drawer 368
Havelock, North Carolina 28532
Dear Mr. Freeman:
John E. Skvarla, III
Secretary
July 21, 2014
Subject: Issuance of NPDES Permit NCO078131
City of Havelock
Brown Boulevard Water Treatment Plant (WTP)
Craven County
The Division of Water Resources (the Division) hereby issues the attached NPDES permit for the subject facility.
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 amended.
The changes between this permit and the previous permit include the following:
• The coordinates for the Outfall 001 were adjusted to the following:
Latitude: 34° 51' 38" Longitude: 76° 53' 38"
• The flow limit is removed.
• In accordance with the NPDES Permitting Strategy for WTP's, facilities discharging greater than 50,000
gpd are required to install a continuous recorder to monitor wastewater discharge flows. As a result,
continuous flow monitoring has been added to your permit. The Town will have 18 months from the
effective date of this permit to install a continuous flow meter. Until then instantaneous measurements
can be taken with the duration of discharge to be noted in log books and a total daily discharge reported
on the DMR.
• Temperature, Total Lead and Total Quarterly Flow monitoring is no longer required.
• Total Suspended Solids (TSS) for upstream and downstream is no longer required.
• Turbidity monitoring is added with monthly monitoring.
• Since Total Suspended Solids (TSS), Total Residual Chlorine (TRC) and pH are limited monitoring is
twice (2) per month.
• Composite sampling is now required for Total Suspend Solids (TSS), Total Dissolved Solids (TDS),
Salinity, Conductivity, Total Nitrogen (TN), Total Kjeldahl Nitrogen (TKN), Nitrate and Nitrite
Nitrogen, and Total Phosphorus.
• Upstream and downstream sample is now required for Dissolved Oxygen (DO), pH, Salinity and
Conductivity sampling. If no stream flow is available for sampling, please indicate "no stream flow" on
your DMR. Salinity and Conductivity sampling is grab.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Phone: [phone] Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer — Made in part by recycled paper

Mr. Freeman
July 21, 2014
Page 2 of 2
Proposed federal regulations require electronic submittal of all discharge monitoring reports (DMRs) and specify
that, if a state does not establish a system to receive such submittals, then permittees must submit DMRs
electronically to the Environmental Protection Agency (EPA). The Division anticipates that these regulations will
be adopted and is beginning implementation.
The requirement to begin reporting discharge monitoring data electronically using the NC DWR's Electronic
Discharge Monitoring Report (eDMR) internet application has been added to your NPDES permit. [See Special
Condition A. (3.)] For information on eDMR registering for eDMR and obtaining an eDMR user account, please
visit the following web page:
http://portal.ncdenr.org/web/wq/admin/bog/ipu/edmr.
For information on EPA's proposed NPDES Electronic Reporting Rule, please visit the following web site:
http://www2.epa.gov/compliance/proposed-npdes-electronic-reporting-rule.
If any parts, measurement frequencies, or sampling requirements contained in this permit are unacceptable, you
have the right to an adjudicatory hearing, upon written request submitted within thirty (30) days after receiving this
letter. Your request must take the form of a written petition conforming to Chapter 150B of North Carolina
General Statutes, and you must file it with the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, North Carolina 27699-6714. Unless such a demand is made, this permit shall remain final and binding.
This permit is not transferable except after notifying the Division of Water Resources. The Division may require
permit modification, or revocation and re -issuance. Please note that this permit does not affect your legal
obligation to obtain other permits required by the Division of Water Resources, the Division of Land Resources,
the Coastal Area Management Act, or other federal or local governments.
If you have questions, or if we can be of further service, please contact Derek Denard at
[[e-mail]] or call [phone].
A
rnomas A. rceeder
Enclosure: NPDES Permit NCO078131 (Issuance Final)
he: Central Files
NPDES Program Files
WaRO Files/ Attn: David May
cc: ESS/Aquatic Toxicology Unit, Susan Meadows [[e-mail]]

NPDES Permit NCO078131
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
PERMIT
. TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES)
In compliance with the provisions 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
City of Havelock
is hereby authorized to discharge treated wastewater from a facility known as
Brown Boulevard Water Treatment Plant (WTP)
527 Webb Boulevard, Havelock 28532
Craven County
to .receiving waters designated as McCotter Canal, a tributary to Shop Branch within the Neuse River
Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, III and IV hereof.
The permit shall become effective September 1, 2014. .
This permit and the authorization to discharge shall expire at midnight on June 30, 2018.
Signed this day July 21, 2014.
T as A. Reeder, Director
ivision of Water Resources
By Authority of the Environmental Management Commission
Page 1 of 7

NPDES Permit NCO078131
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked, and as of this 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 described herein.
City of Havelock
is hereby authorized to:
1. continue to operate an ion exchange and greensand filter combined technology water treatment plant
with discharge of wastewaters from media filter backwash and sedimentation basins with a design
potable flowrate of 2.8 MGD and a maximum, monthly average wastewater discharge of
0.271 MGD, with water and wastewater treatment consisting of;
• water supply well system
• aeration basins
• oxidation
• six (6) greensand/anthracite filters
• four (4) ion -exchange water -softeners
• a 1,000,000 gallon storage tank
• settling / holding basin
• catch basin with dechlorination equipment
• chemical usage consists of
o bleach (sodium hypochlorite)
o zinc orthophosphate
o sodium permanganate
o ammonium sulfate
o sodium sulfite (dechlorination tablets)
located at the Brown Boulevard Water Treatment Plant (WTP), 527 Webb Boulevard, Havelock 28532,
Craven County; and
2. discharge from said treatment works via Outfall 001 at a location specified on the attached map,
into McCotter Canal, a tributary to Shop Branch [Stream Segment 27-115-3], currently a Class
SC; Sw, NSW waterbody within Subbasin 03-04-10 of the Neuse River Basin.
Page 2 of 7

NPDES Permit NCO078131
PART I
A. (L) 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 filter backwash via Outfall 001. Such discharges shall be limited
and monitored' by the Permittee as specified below:
EFFLUENT
CHARACTERISTIC
[Pf1R4METER CODES]
LIMITS
MONITORING RE UII2EMENTS I
Monthly
Average
Daily
Maximum
Measurement
Frequency
Sample
Type
Sample
Location 2
3
Flow MGD
50050
3
Continuous
3
Recording
E
Total Suspended Solids (TSS) (mg/L)
C0530
30.0 mg/L
45.0 mg/L
2/Month
Composite
E
Total Dissolved Solids (TDS) (mg/L)
70295
Monthly
Composite
E
Turbidity (NTU)
00070
Monthly
I Grab
E
Total Residual Chlorine 4
50060
13 4
2/Month
Grab
E
Dissolved Oxygen (DO) (mg/L)
00300
Monthly
Grab
E
Salinity (ppt)
00480
Monthly
Composite
E
Conductivity (umhos/cm)
00094
Monthly
Composite
E
pH (su)
00400
Not < 6.8 or> 8.5
standard units
2/Month
Grab
E
Ammonia Nitrogen (NH3) (mg/L)
C0610
Monthly
Composite
E
Total Copper (µg/L)
01042
Monthly
Composite
E
Total Chloride (mg/L)
00940
Monthly
Composite
E
Total Iron (µg/L),
01045
Monthly
Composite
E
Total Manganese (µg/L)
01055
Monthly
Composite
E
Total Zinc (µg/L)
01092
Monthly
Composite
E
TKN (mg/L)
NO3-N+NO2-N5 (mg/L)
TN 5 (mgq)
00625
00630
C0600
�yy(�yLt
�G
Quarterly
Quarterly
Quarterly
Composite
Composite
Composite
E
E
E
Total Phosphorus (mg/L)
C0665
koy�
Quarterly
Composite
E
6
Acute WET Testing
TGE3E
Quarterly
Composite
E
Dissolved Oxygen (DO) (mg/L)
00300
Monthly
Grab
U & D 7
Salinity (ppt)
00480
Monthly
Grab
7
U&D
Conductivity (umhos/cm)
00094
Monthly
Grab
U & D 7
pH (so)
00400
Not .5 or> 8.5
standard units =
Monthly
Grab
7
U & D
Footnotes: k-(Vg0Vf. \-�'
1. No later than June 1 , 2015 begin submitting discharge monitoring reports electronically using NC
DWR's eDMR application system. See Special Condition A. (3.)..
2. E = Effluent; I = Influent; U = upstream at least 50 feet from the outfall; D = downstream at least 50
feet from the outfall.
Page 3 of 7

NPDES Permit NCO078131
3. The Town will have until March 1, 2016, approximately 18 months from the effective date of this
permit, to install a continuous flow meter. Until then instantaneous measurements can be taken with
the duration of discharge to be noted in log books and a total daily discharge reported on the DMR.
4. The Division shall consider TRC effluent values reported below 50 µg/L to be compliant with the
permit. However, the Permittee shall continue to record and submit all values reported by a North
Carolina -certified laboratory method (including field certified), even if these values fall below
50µg/L.
5. For a given wastewater sample, TN = TKN + NO3-N + NO2-N, where TN is Total Nitrogen, TKN is
Total Kjeldahl Nitrogen, and NO3-N and NO2-N are Nitrate and Nitrite Nitrogen, respectively.
6. Whole Effluent Toxicity (WET) testing - testing of Mysidopsis bahia shall be performed as 24-day
pass/fail test at 90% effluent'concentration, during January, April, July and October [See A. (2.)].
7. If no stream flow is available to sample, indicate "no stream flow" on DMR.
Samples shall be taken at the outfall but prior to mixing with the receiving waters.
There shall be no discharge of floating solids or foam in other than trace amounts.
Page 4 of 7

NPDES Permit NCO078131
A. (2.) ACUTE TOXICITY PASS/FAIL MONITORING (QUARTERLY)
The permittee shall conduct acute toxicity tests on a quarterly -basis using protocols defined in the North
Carolina Procedure Document entitled "Pass/Fail Methodology For Determining Acute Toxicity In A
Single Effluent Concentration" (Revised -December 2010 or subsequent versions). The monitoring shall
be performed as a Mysid Shrimp (Mysidopsis bahia) 24 hour static test. The effluent concentration at
which there may be at no time significant acute mortality is 90% (defined as treatment two in the
procedure document). The tests will be performed during the months of January, April, July and
October. These months signify the first month of each three month toxicity testing quarter assigned to
the facility. Effluent sampling for this testing must be obtained during representative effluent discharge
and shall be performed at the NPDES permitted final effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter code
TGE3E. Additionally, DWR Form AT-2 (original) is to be sent to the following address:
Attention: North Carolina Division of Water Resources
Water Sciences Section/Aquatic Toxicology Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Water Sciences Section no later than 30
days after the end of the reporting period for which the report is made.
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual chlorine
of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of
the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is
required, the pernttee will complete the information located at the top of the aquatic toxicity (AT) test
form indicating the facility name, permit number, pipe number, county, and the month/year of the report
with the notation of "No Flow" in the comment area of the form. The report shall be submitted to the
Water Sciences Section at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, then
monthly monitoring will begin immediately. Upon submission of a valid test, this monthly test
requirement will revert to quarterly in the months specified above.
Should any test data from either these monitoring requirements or tests performed by the North Carolina
Division of Water Resources indicate potential impacts to the receiving stream, this permit may be re-
opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control
organism survival and appropriate environmental controls, shall constitute an invalid test and will
require immediate follow-up testing to be completed no later than the last day of the month following
the month of the initial monitoring.
Page 5 of 7

NPDES Permit NCO078131
A. (3.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS
Proposed federal regulations require electronic submittal of all discharge monitoring reports (DMRs)
and specify that, if a state does not establish a system to receive such submittals, then permittees must
submit DMRs electronically to the Environmental Protection Agency (EPA). The Division anticipates
that these regulations will be adopted and is beginning implementation in late 2013.
NOTE: This special condition supplements or supersedes the following sections within Part H of this
permit (Standard Conditions for NPDES Permits):
• Section B. (11.) Signatory Requirements
• Section D. (2.)
• Section D. (6.)
• Section E. (5.)
Reporting
Records Retention
Monitoring Reports
1. Reporting (Supersedes Section D. (2.) and Section E. (5.) (a)1
Beginning no later than 270 days from the effective date of this permit, the permittee shall begin
reporting discharge monitoring data electronically using the NC DWR's Electronic Discharge
Monitoring Report (eDMR) internet application.
Monitoring results obtained during the previous month(s) shall be summarized for each month and
submitted electronically using eDMR. The eDMR system allows permitted facilities to enter
monitoring data and submit DMRs electronically using the internet. Until such time that the state's
eDMR application is compliant with EPA's Cross -Media Electronic Reporting Regulation
(CROMERR), permittees will be required to submit all discharge monitoring data to the state
electronically using eDMR and will be required to complete the eDMR submission by printing,
signing, and submitting one signed original and a copy of the computer printed eDMR to the
following address:
NC DENR / DWR / Information Processing Unit
ATTENTION: Central Files / eDMR
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due to the facility
being physically located in an area where less than 10 percent of the households have broadband
access, then a temporary waiver from the NPDES electronic reporting requirements may be granted
and discharge monitoring data may be submitted on paper DMR forms (MR 1, 1. 1, 2, 3) or
alternative forms approved by the Director. Duplicate signed copies shall be submitted to the
mailing address above.
Requests for temporary waivers from the NPDES electronic reporting requirements must be
submitted in writing to the Division for written approval at least sixty (60) days prior to the date the
facility would be required under this permit to begin using eDMR. Temporary waivers shall be valid
for twelve (12) months and shall thereupon expire. At such time, DMRs shall be submitted
electronically to the Division unless the permittee re -applies for and is granted a new temporary
waiver by the Division.
Page 6 of 7

NPDES Permit NCO078131
Information on eDMR and application for a temporary waiver from the NPDES electronic reporting
requirements is found on the following web page:
http://portal.ncdenr.or web/wq/admin/bog/ipu/edmr
Regardless of the submission method, the first DMR is due on the last day of the month following
the issuance of the permit or in the case of a new facility, on the last day of the month following the
commencement of discharge.
2. Signatory Requirements [Supplements Section B. (11.) (b) and supersedes Section B. (11.) (d)l
All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part II,
Section B. (11.)(a) or by a duly authorized representative of that person as described in Part 11,
Section B. (11.)(b).- A person, and not a position, must be delegated signatory authority for eDMR
reporting purposes.
For eDMR submissions, the person signing and submitting the DMR must obtain an eDMR user
account and login credentials to access the eDMR system. For more information on North
Carolina's eDMR system, registering for eDMR and obtaining an eDMR user account, please visit
the following web page:
hgp://-portal.ncdenr.org/web/WA/admin/bog/ipu/edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system shall make
the following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION
WILL BE ACCEPTED:
"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 submitted 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 fines and imprisonment for knowing violations. "
3. Records Retention [Supplements Section D. (6.)l
The permittee shall retain records of all Discharge Monitoring Reports, including eDMR submissions. These
records or copies shall be maintained for a period of at least 3 years from the date of the report. This period
may be extended by request of the Director at any time [40 CFR 122.41].
Page 7 of 7

z � oij
• � .Y'i- �L. Q
i.x. •`V'i ry
U S r orps Air Station •P .,H
o
Hancock Creek41
MR 10
;3.ii rri�)_ leg A. •y ''. ' s2� �t:l y
0
Shop Branch
�� i''-'Ic's9.--�-•�,� [flows north] ze IN
r � 4�-aen .�� f i• • i eN. N G '
ts•?f. 1 �: • 1 li
,20
• i.l 1 o x2a _jb////�J
i r
McCotter Canal O
(flows NE to Shop Branch)
` , v, .,:•�,.;.::.; �.� � Webb Blvd �
~ t Opp �1
UAM6 • lcf`
Outfall 001
/nJ
Brown Blvd O (flows southeast, then northeast) s`
City of Havelock
Brown Boulevard Water Treatment Plant (WTP) Facility
527 Webb Boulevard, Havelock 28532 Location
State Grid/BSGS Ouad: H31SW / Masontown, NC Stream Segment: 27-115-3 Scale 1:24,000
Drainage Basin: Neuse River Basin Sub -Basin: 03.04-10
Latitude: 34° 51' 38" Longitude: 76053' 38" NPDES Permit NC0078131
Stream Class: SC; Sw, NSW nUC: 03020204 North
Receiving Stream: McCotter Canal to Shop Branch Craven County

DENR / DWR / NPDES
EXPEDITED FACT SHEET - NPDES PERMIT DEVELOPMENT
NPDES Permit NCO078131
Derek Denard, Compliance & Expedited Permitting Unit / 919-807-6307 02Jun2014
Facility Information
Applicant/Facility Name
City of Havelock/Brown Blvd Water Treatment Plant (WTP)
Applicant Address
P.O. Drawer 368, Havelock, North Carolina 28532
Facility Address
527 Webb Boulevard, Havelock 28532
Permitted Flow (MGD)
Not limited
Type of Waste
Water Plants and Water Conditioning Discharge — dechlorinated
filter -backwash — ion exchange & greensand WTP System
Facility Class
Physical Chemical 1
County
Craven
Permit Status
Renewal
Regional
Office
WaRO
Stream Characteristics
Receiving Stream
McCotter Canal to
Shop Branch
Stream Classification
SC; Sw, NSW
Stream Segment
27-115-3
Drainage basin
Neuse
Summer 7Q10 (cfs)
Tidal
Subbasin
03-04-10
Winter 7Q10 (cfs)
Tidal
Use Support
ND
30Q2 (cfs)
Tidal
303(d) Listed
NO
Average Flow (cfs)
Tidal
State Grid
H31 SW
IWC (%)
Tidal
USGS Topo Quad
Masontown, NC
Facility Summary
This facility is an ion exchange and greensand filter combined technology water treatment plant with
discharge of wastewaters from media filter backwash and sedimentation basins with a design potable
flowrate of 2.8 MGD and a maximum, monthly average wastewater discharge of 0.271 MGD based on data
submitted. Because the waste flow is >0.050 MGD, continuous flow monitoring is required. The facility
consists of the following water and wastewater treatment units:
• water supply well system
• aeration basins
• oxidation
• six (6) greensand/anthracite filters
• four (4) ion -exchange water -softeners
• a 1,000,000 gallon storage tank
• settling / holding basin
• catch basin with dechlorination equipment
• chemical usage consists of
o bleach (sodium hypochlorite)
o zinc orthophosphate
o sodium permanganate
o ammonium sulfate
o sodium sulfite (dechlorination tablets)
Monthly average FLOW ,MGD) — Last 36 months Apr2011-Mar2014:
[Ave 0.120 MGD; Maximum, Monthly average flow = 0.271 MGD]
Fact Shect
Rene%%al 2014 -- NPDES Permit NCO078I i 1
Pane 1

Toxici — With a Tidal discharge that is not modeled, this permit requires Acute Whole Effluent Toxicity
(WET) testing using Mysidopsis bahia to be performed as 24-day pass/fail test at 90% effluent
concentration, during January, April, July and October [TGE3E]. This facility has passed toxicity tests
over 4 %2 years (last 2 years apply to review).
Renewal Summary — This permit reflects discharge at Outfall 001. DWR updated the facility description
and Map; added parameter codes to Section A. (1.); added Electronic Reporting - Discharge Monitoring
Reports page [Section A. (3.)]; added monthly continuous flow monitoring and Turbidity monitoring;
removed flow limit, temperature, total Lead, and Total Quarterly Flow monitoring; removed upstream and
downstream monitoring for Total Suspended Solids (TSS); added upstream and downstream monitoring
for Dissolved Oxygen (DO) and pH; added composite sampling for Total Suspend Solids (TSS), Total
Dissolved Solids (TDS), Total Nitrogen (TN), Total Kjeldahl Nitrogen (TKN), Nitrate and Nitrite
Nitrogen, and Total Phosphorus; added 2/month sampling for Total Suspended Solids (TSS), Total
Residual Chlorine (TRC) and pH; and added grab up and down stream sampling for Salinity,
Conductivity. Note: Contrary to permitting strategy (2009), receiving stream monitoring is herein set as
"grab", not "composite". This decision in based on the canal -ditch discharge location being dry more
often than not, and the impracticability of locating a composite sampler in remote conditions.
Stream — Discharge from WTP for Outfall 001 is into McCotter Canal to Shop Branch [Stream Segment
27-115-3]. The segment [27-115-31 from source to the Pee Dee River is not currently listed as impaired
in the 2012 North Carolina 303(d) List.
RPA — A Reasonable Potential Analysis (RPA) was conducted on Copper, Lead and Zinc effluent
parameters data because Discharge Monitoring Reports (DMRs) reported concentration above method -
detection levels (MDLs) for the past four and one half (4 1/2) years (Oct 2009- Mar 2014). [See attached
RPA summary sheets.]
• Lead did not show reasonable potential to violate state WQS since the predicted maximum effluent
concentration was less than 50% of the allowable concentration no monitoring will be required.
Fact Sheet
Rene%%al 2014 -- NPDES Permit NC0078131
Pa2c 2

City of Havelock -Brown Blvd wTP 2014 Saltwater RPA 95% Probablity196% Confidence
NCO078131 MAXIMUM DATA POINTS = 58
Qw (MGD) = 0.27
W WTP/WTP Class: PC-1
IQ I OS (cfs) = Acute IWC =100%
IWC @ 1 Q I0S = 100.00%
7QIOS (cfs) = Tidal, IWC =100%
IWC cr 7QIOS = 100.00%
7Q I OW (cfs) = Tidal, IWC =100%
IWC @ 7Q I OW = 100.00%
30Q2 (cfs) = Tidal, IWC =100%
IWC @ 30Q2 = 100.00%
Avg. Stream Flow, QA (cfs) = Tidal, IWC =100%
IWC @ QA = 100.00%
Receiving Stream: McCotter Cannal to Shop Branch
Stream Class: SC; Sw, NSW
Outfall 001'
Qw = 0.271 MGD
PARAMETER
STANDARDS & CRITERIA (2)
N
REASONABLE POTENTIAL RESULTS
TYPE
(1)
CY
a
z
RECOMMENDED ACTION
NC WQS / Applied /2 FAV /
Max Pred
n # Det. Allowable Cw
Chronic Standard Acute
Cw
Acute: 5.8
RPA for AL(Cu,Zn,Ag,Fe,CI) - apply Quarterly
Copper (AL)
NC
3 SW 5.8
10.0
ug/L
53 18
34.0
_ _ _ _ _ _ - _ _ _ _ - _
Monitoring in conjunction with TOX Test
Chronic: 3.0
RPA for AL(Cu,Zn,Ag,Fe,CI) - apply Quarterly
53 value(s) > Allowable Cw
Monitoring in conjunction with TOX Test
Acute: 221.0
No RPA, Predicted Max < 50% of Allowable Cw
Lead
NC
25 S W 221
5.0
ug/L
54 0
2.50
- No Monitoring required_
_ _ _ _ _ _ _ _ _ _ _ _ _
Chronic: 25.0
_ _ _ _ _ _
No RPA, Predicted Max < 50% of Allowable Cw
No value > Allowable Cw
- No Monitoring required
Acute: 95
RPA for AL(Cu,Zn,Ag,Fe,CI) - apply Quarterly
Zinc (AL)
NC
86 S W 95
10.0
ug/L
54 53
388.31
_ _ _ _ _ _ _ _ _ _ _ _ _]Monitoring
_Monitoring in conjunction_ with TOX Test _ _ _
Chronic: 86
RPA for AL(Cu,Zn,Ag,Fe,CI) - apply Quarterly
14 values > Allowable Cw
in conjunction with TOX Test
NCO078131 9595 SALTWATER RPA20142.xlsm,rpa
Page 1 of 1 6/2/2014

Permit NCO078131
Facility City of Havelock -Brown Blvd WTP
maximum, monthly flow 36 mot 0.271
Effluent
'
LindIS
NluwtorinC Requirements I
_Charneteristic
Ntoil III IN
Dark
Vleacurcmc
Ouupi,
Sample
I Paramerrt Code%
Nla'%on [fill
ill
FrequcnCN
Location2
Flow (MGD)
50050
Coniinuou<
di,,_
�lucnt
Temperature
00010
Salinity
00480
Monthly
Composite
E, U, D
E, Grab U,D
Conductivity
00094
Monthly
Composite
E, U, D
E, Grab U,D
PH (su)
00400
Not < 6.8 or > 8.5
2/month
Grab
E
standard units
PH (su)
00400
Not < 6.8 or> 8.5
Monthly
Grab
U, D
standard units
Dissolved Oxygen
00300
Monthly
Grab
E, U, D
Total Dissolved Solids
70295
Monthly
Composite
E
Total Suspended Solids (mg/L)
C0530
30.0 mg/L 45.0 mg/L
2/month
Composite
Effluent
Total Suspended Solids (mg/L)
C0530
Turbidity (NTU)
00070
Monthly
Grab
Effluent
Total Residual Chlorine (µg/L)
50060
13 µg/L
2/month
Grab
Effluent
Notes footnote;'.
> 0.05 MGD apply continuous/recording 3
Temperature monitoring can be
removed per 7-2-2012 strategy
Composite sampling for Salinity and
Conductivity changed to Grab due to 7
stream flow conditions, <0.5 MGD not
limited monthly
Composite sampling for Salinity and
Conductivity changed to Grab due to 7
stream flow conditions, <0.5 MGD not
limited monthly
< 0.5 MGD limited 2/month 7
<0.5 MGD limited 2/month 7
<0.5 MGD not limited monthly 7
<0.5 MGD not limited monthly
<0.5 MGD limited 2/month
not required based on 2009 strategy
Table 2.2
<0.5 MGD not limited monthly
<0.5 MGD limited 2/month 4

Total Copper (mg1L)
01042
Monthly
Composite
Effluent
Total Chloride (mg/L)
00940
Monthly
Composite
Effluent
Total Iron (µg/L)
01045
Monthly
Composite
Effluent
Total Manganese (µg/L)
01055
Monthly
Composite
Effluent
Total Lead (µg/L)
01051
Total Zinc (mg/L)
01092
Monthly
Composite
E111U11t
Total Fluoride (mg/L)
00951
Ammonia Nitrogen
Monthly
Composite
Effluent
Total Phosphorous (TP) (mg/L)
CO665
Quarterly
Composite
Effluent
TKN 5 (mg1L)
NO;-N +NO2-N 5 (mg/L)
TN 5 (mg/L)
00625
00630
CO600
Quarterly
Quarterly
Quarterly
Composite
E
E
E
Composite
composite
Acute WET Testing
TGE3E
Quarterly
Composite
E
Fotenotes:
RPA for AL(Cu,Zn,Ag,Fe,CI) - apply
Quarterly Monitoring in conjunction
with TOX Test
2009 strategy
2009 strategy
Maintain monthly monitoring for IE
treatment WTP 7-2-2012
No RPA, Predicted Max < 50% of
Allowable Cw - No Monitoring required
RPA for AL(Cu,Zn,Ag,Fe,CI) -apply
Quarterly Monitoring in conjunction
No Fluoride used
Maintain monthly monitoring for IE
treatment WTP 7-2-2012
NSW, >0.05 MGD, quarterly monitoring
NSW, >0.05 MGD, quarterly monitoring 5
NSW, >0.05 MGD, quarterly monitoring 5
NSW, >0.05 MGD, quarterly monitoring 5
Tidal Dicharge-not modeled - Acute 6
24hr P/F at 90%o
1 No later than begin submitting discharge monitoring reports electronically using NC DWR's eDMR application system.
See Special Condition A. (3.).
2 E = Effluent; I = Influent; U = upstream at least 50 feet from the outfall; D = downstream at least 50 feet from the outfall.
3 The Town will have until , approximately 18 months from the effective date of this permit, to install a continuous flow
meter. Until then instantaneous measurements can be taken with the duration of discharge to be noted in log books and a total daily
discharge reported on the DMR.

effective date
Application Due
Administrative Cutoff
Scheduled to Publish
Comments Due
Final to Reviewer
Scheduled to Issue
Effective
4 The Division shall consider TRC effluent values reported below 50 µg/L to be compliant with the permit. However, the Permittee shall
continue to record and submit all values reported by a North Carolina -certified laboratory method (including field certified), even if
these values fall below 50µg/L.
5 For a given wastewater sample, TN = TKN + NO3-N + NO2-N, where TN is Total Nitrogen, TKN is Total Kjeldahl Nitrogen, and NO3-N and
NO2-N are Nitrate and Nitrite Nitrogen, respectively. effluent concentration, during January, April, July and October [See A. (2.)].
6 Whole Effluent Toxicity (WET) testing -testing of Mysidopsis bahia shall be performed as 24-day pass/fail test at 90% effluent
concentration, during January, April, July and October [See A. (2.)].
7 If no stream flow is available to sample, indicate "no stream flow" on DMR.
270 days 18 months 3 years 4 years
9/1/2014 5/29/2015 3/1/2016 8/31/2017 8/31/2018
Mar-4-14 (Tue)
Jun-3.14 (Tue)
Jun-11-14 (Wed)
Jul-11-14 (Fri)
Jul-18-14 (Fri)
Jul-28-14 (Mon)
Sep-1-14 (Mon)
drafting intiated
3/13/2014
latest DMR
3/28/2014
24 months ago for TOX
4/28/2012
36 months ago for flow
4/29/2011
-4 1/2 years ago for RPA
10/27/2009

REASONABLE POTENTIAL ANALYSIS - DATA
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
Copper(AL)
U."PASTE SPECIAL-
Vatuas^than ^c0Pr.
7
Lead
Maximum tlala palms ...
5a
Date
Data
BDL=II2DL
Results
Date
Data
BDL=112DL
2009
<
10.
5
Sid Dev.
7. 8433
1
2009
<
5.
2.5
2009
15.
15
Mean
9.5849
2
2009
<
0.5
2.5
2009
33.
33
C.V.
0.8183
3
2009
<
5.
2.5
2010
<
10.
5
n
53.0
4
2010
<
5.
2.5
2010
33.
33
5
2010
<
5.
2.5
2010
<
10.
5
Mult Factor =
1.0
6
2010
<
5.
2.5
2010
<
10.
5
Max. Value
33.0 ug/L
7
2010
<
5.
2.5
2010
28.
28
Max. Pred Cw
34.0 ug/L
8
2010
<
5.
2.5
2010
<
10.
5
9
2010
<
5.
2.5
2010
12.
12
10
2010
<
5.
2.5
2010
<
10.
5
11
2010
<
5.
2.5
2010
<
10.
5
12
2010
<
5.
2.5
2010
<
10.
5
13
2010
<
5.
2.5
2010
<
10.
5
14
2010
<
5.
2.5
2011
<
10.
5
15
2010
<
5.
2.5
2011
<
10.
5
16
2011
<
5.
2.5
2011
<
10.
5
17
2011
<
5.
2.5
2011
<
10.
5
18
2011
<
5.
2.5
2011
<
10.
5
19
2011
<
5.
2.5
2011
<
10.
5
20
2011
<
S.
2.5
2011
<
10.
5
21
2011
<
5.
2.5
2011
17.
17
22
2011
<
5.
2.5
2011
12.
12
23
2011
<
5.
2.5
2011
11.
11
24
2011
<
5.
2.5
2011
10.
10
25
2011
<
5.
2.5
2011
<
10.
5
26
2011
<
5.
2.5
2012
<
10.
5
27
2011
<
5.
2.5
2012
20.
20
28
2012
<
5.
2.5
2012
<
10.
5
29
2012
<
5.
2.5
2012
<
10.
5
30
2012
<
5.
2.5
2012
<
10.
5
31
2012
<
5.
2.5
2012
24.
24
32
2012
<
5.
2.5
2012
<
10.
5
33
2012
<
5.
2.5
2012
<
10.
5
34
2012
<
5.
2.5
2012
15.
15
35
2012
<
5.
2.5
2012
<
10.
5
36
2012
<
S.
2.5
2012
<
10.
5
37
2012
<
5.
2.5
2012
<
10.
5
38
2012
<
5.
2.5
2013
14.
14
39
2012
<
5.
2.5
2013
25.
25
40
2013
<
S.
2.5
2013
<
10.
5
41
2013
<
5.
2.6
2013
<
10.
5
42
2013
<
5.
2.5
2013
<
10.
5
43
2013
<
S.
2.5
2013
17.
17
44
2013
<
S.
2.5
2013
<
10.
5
45
2013
<
5.
2.5
2013
26.
26
46
2013
<
S.
2.5
2013
11.
11
47
2013
<
S.
2.6
2013
<
10.
5
48
2013
<
5.
2.5
2013
10.
10
49
2013
<
5.
2.5
2013
<
10.
5
50
2013
<
5.
2.5
2014
<
10.
5
51
2013
<
5.
2.5
2014
<
10.
5
52
2014
<
S.
2.5
2014
<
10.
5
53
2014
<
5.
2.5
54
2014
<
5.
2.5
55
56
57
58
Values"then"COPY"
. Maxlmum data
polnls=5a
Results
Std Dev.
0.0000
Mean
2.5000
C.V.
0.0000
n
54
Mult Factor =
1.0000
Max. Value
2.5 ug/L
Max. Pred Cw
2.5 uglL
NC0078131 9595 SALTWATER RPA20142.xlsm,data
Date)

REASONABLE POTENTIAL ANALYSIS - DATA
13
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
Zinc (AL)
Date
Data
BDL=1/2DL
2009
< 10.
5
2009
46.
46
2009
53.
53
2010
49.
49
2010
23.
23
2010
49.
49
2010
77.
77
2010
56.
56
2010
59.
59
2010
67.
67
2010
22.
22
2010
85.
85
2010
104.
104
2010
28.
28
2010
38.
38
2011
42.
42
2011
23.
23
2011
93.
93
2011
199.
199
2011
37.
37
2011
70.
70
2011
26.
26
2011
16.
16
2011
68.
68
2011
32.
32
2011
169.
169
2011
37.
37
2012
377.
377
2012
68.
68
2012
36.
36
2012
47.
47
2012
49.
49
2012
90.
90
2012
49.
49
2012
170.
170
2012
113.
113
2012
72.
72
2012
59.
59
2012
51.
51
2013
132.
132
2013
47,
47
2013
90.
90
2013
60.
60
2013
85.
85
2013
69.
69
2013
35.
35
2013
89.
89
2013
112.
112
2013
66.
66
2013
171.
171
2013
93.
93
2014
47.
47
2014
32.
32
2014
85.
85
Yaluea" Men "COPY
. Maximum data
polnL � 58
Results
Std Dev.
5ee945
Mean
734630
C.V.
0.8016
n
54
Mull Factor =
1,0300
Max. Value
377.000 ug/L
Max. Fred Cw
388.310 ug/L
NC0078131 9595 SALTWATER RPA20142.xlsm,data
Date}

2014 Saltwater RPA 95% Probablity/95% Confidence
MAXIMUM DATA POINTS = 58
REQUIRED DATA ENTRY
Table 1. Project Information Table 2. Parameters of Concern
❑ CHECK IF HQW OR ORW WQ5
Facility Name
City of Havelock -Brown Blvd WTP
WWTP/WTP Class
PC-1
NPDES Permit
NCO078131
Outfal I
001
Flow, Ow (MGD)
0.271
Receiving Stream
McCotter Carnal to Shop Branch
Stream Class
SC; Sw, NSW
7Q10s (cfs)
Tidal. IWC = 100%
7Q10w (cfs)
Tidal, IWC = 100%
3002 (cfs)
Tidal, IWC = 100%
CIA (cfs)
Tidal, IWC = 100%
1Q10s (cfs)
Acute IWC = 100%
_.... ..-... _ _—. ..._-_............ .... ................. _....._
lWC %
100.00 -
Data Sources)
Saltwaterstreams are h'dal resulting in all IWC %= 100%. If
an approved model is applied to the discharge then a
calculated IWC %is defined. If a stream is classified as a SA
or a PNA then its is also classified as a HOW. The appropriate
IWC %must be entered to properly calculate WQS-based
Emits except for 1Q1OS.
Par01
Par02
ParO]
P.r04
ParO5
ParO6
Par07
Parts
Par69
Par10
Par11
Par12
Par11
Par14
Par16
Pari6
Par17
Pari6
Par19
Par20
Par21
Par22
Name Type Chronic Monroe, Acute PQL
a
Units 2
I,
I,
Copper (AL)
NC
3
SW
5.8
10
ug/L
l-
Lead
NC
25
SW
221
5
ug/L
I'.
II'
Zinc (AL)
NC
86
SW
95
10
ug/L
Ll
El
El
El
NCO078131 9595 SALTWATER RPA20142.xlsm, input
6/2/2014

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=cam

Denard, Derek
From: Denard, Derek
Sent: Friday, June 06, 201410:06 AM
To: [e-mail]
Cc: May, David; Meadows, Susan; Reid, Steve
Subject: Correction: Draft permit NCO078131 City of Havelock -Brown Boulevard WTP
Attachments: NCO078131 Havelock Cover Letter DRAFT.pdf; NCO078131 Havelock - Permit and EFF
2014 FINAL.pdf, NCO078131 map.pdf; NCO078131 Havelock Fact Sheet 2014.pdf
Correction for chemicals listed with facility description and changes to Upstream and Downstream sampling for Salinity
and Conductivity to "grab" instead of "composite". The discharge location was adjusted on the facility site map.
From: Denard, Derek
Sent: Wednesday, May 28, 2014 3:32 PM
To: '[e-mail]'
Subject: Draft permit NCO078131 City of Havelock -Brown Bloulevard WTP
Please find the attached copy of the draft permit and fact sheet for the City of Havelock -Brown Boulevard WTP permit
NC0078131. Please provide your comments, if any, to me via email [[e-mail]] or write to my
attention care of DENR / DWR / NPDES Program no later than July 11, 2014.
Derek C Denard
MCDM Err=ronfreru Sty; rt
NCDENK i ,v-e'&on of Water Aeso aces
Corncgarce & Exae:,ted PArrn=N LKI
dArec turd @ ncderr.9m
1W Mail Saroira Can = "n. NC Z799-1517
ri:�;+.`L�^°taLrtcc::r�rAr�;ir�ys��lsar.^cC'r`ntd
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

AFFIDAVIT OF PUBLICATION
STATE OF NORTH CAROLINA
COUNTY OF WAKE
Advertiser Name: DEPARTMENT OF WATER RESOURCES
Address: 1617 MAIL SERVICE CENTER PROTECTION SECTIONi
RALEIGH, NC 276991617
Before the undersigned, a Notary Public of Wake
County North Carolina, duly commissioned and
authorized to administer oaths, affirmations, etc.,
personally appeared DEBORAH MAHAFFEY, who
being duly sworn or affirmed, according to law, doth
depose and say that he or she is Accounts
Receivable Specialist of The News & Observer
Publishing Company a corporation organized and
doing business under the Laws of the State of
North Carolina, and publishing a newspaper known
as The News & 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 he or she makes this affidavit; and is familiar
with the books, files and business of said
corporation and by reference to the files of said
publication the attached advertisement for
DEPARTMENT OF WATER RESOURCES was
inserted in the aforesaid newspaper on dates as
follows:
06/05/2014
DEBORAH MAHAFFEY, Accounts RgOvZle Specialist
Wake County, North Carolina
Ad Number
0001078523
Public Notice
North Carolina Environmental
Management Commissior 1NPDE5 Unit
1617 Mail Service Center
Raleigh, NC 21699-1 617
Notice of Intent to Issue a NPDES
Wastewater Permit
N80: June 5, M14'
t' wiNs�c l%o
No"0"! Public
Wokc Cu�niy =
v
?fn ILIP,t„����.
Sworn to and subscribed before me
This 6th day of June, 2014
My Commission Expires:
Notary Signature

Upstream sample site for effluent
Downstream sample 2
David Hemenway 06/04/14 City of Havelock - Brown Blvd WTP
NCO078131
Downstream sample 1
Downstream sample

Effluent discharge point in canal 2.
Effluent discharge point in canal.(entrance)
Effluent discharge point in canal. Upstream sample site for effluent 2
David Hemenway 06/04/14 City of Havelock - Brown Blvd WTP Z
NCO078131

Upstream sample site for effluent 3
City of Havelock - Brown Blvd WTP
David Hemenway 06/04/14 NCO078131 3

NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants
Mail the complete application to:
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit Number INCO0078131
If you are completing this form in computer use the TAB key or the up - down arrows to move from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information:
Owner Name
City of Havelock
Facility Name
Brown Boulevard Water Treatment Plant
Mailing Address
PO Drawer 368
City
Havelock
State / Zip Code
NC, 28532
Telephone Number
[phone]
Fax Number
[phone]
e-mail Address
[e-mail]
2. Location of facility producing discharge:
Check here if same as
above ❑
Street Address or State Road 527 Webb Blvd.
City
Havelock
State / Zip Code
NC, 28532
County
Craven
3. Operator Information:
Name of the firm, consultant or other entity that operates the facility. (Note that this is not referring to the
Operator in Responsible Charge or ORQ
Name
City of Havelock
Mailing Address
PO Drawer 368
City
Havelock
State / Zip Code
NC, 28532
Telephone Number
[phone]
Fax Number
[phone]
4. Ownership Status:
Page 1 of 4
El a WLei
FEB 0 5 2013
Version 5/2012
DENR-WATER QUALITY

Federal ❑
NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants
State ❑
Private ❑
Public [K
5. Type of treatment plant:
❑ Conventional (Includes coagulation, flocculation, and sedimentation, usually followed by
filtration and disinfection)
® Ion Exchange (Sodium Cycle Cationic ion exchange)
�] Green Sand Filter (No sodium recharge)
❑ Membrane Technology (RO, nanofiltration)
Check here if the treatment process also uses a water softener 14
6. Description of source water(s) (i.e. groundwater, surface water)
Castle Haynes Aquifer
7. Describe the treatment process(es) for the raw water:
Water from the castle Haynes Aquifer is pumped up from our wells to aeration basins, where it
cascades down through the top of the aerator, removing any hydrogen sulfide that may be in
there. Then filter pumps take it from the basin, while being injected with potassium
permanganate, to six filters; the water then goes through the greensand/anthracite filters to
catch iron and manganese, now in soluble form. The water then leaves the filters and goes to
the ion exchange softeners that remove calcium and magnesium. After the softeners, the water
is blended with filter water to achieve proper hardness ratio, then is injected with zinc
orthophosphate for corrosion control, then hypochlorite bleach, then finally ammonia to form
chloramines. After the chemical injections the water goes to a million gallon storage tank, then
larger pumps pump the water to the system and elevated tanks.
S. Describe the wastewater and the treatment process(es) for wastewater generated by the
facility
The wastewater is water from our filter backwash, which mainly consists of iron and manganese.
The water used for backwash is treated water consisting of chlorominated water from the
system. The other part of the wastewater matrix is from our softener regeneration process,
which uses filtered water and brine solution for recharging the ion beds. The backwashed or
regenerated water is then discharged into our waste holding basin, where it is held for the
proper settling time to achieve good effluent, then pumped to a catch basin with dechlorination
tablets.
9. Number of separate discharge points: 1
Outfall Identification number(s) 001
10. Frequency of discharge: Continuous
If intermittent:
Days per week discharge occurs: Duration:
11. Plant design potable flowrate 2.8 MGD
Backwash or reject flow .360 MGD
Intermittent ❑
Page 2 of 4 Version 5/2012

NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants
12. Name of receiving. stream(s)(Provide a map showing the exact . location .of each outfall, including
latitude and longitude):
*See Attachment .
13. Please list all water treatment additives, including cleaning chemicals or disinfection
treatments, that have the potential to be discharged.
Alum / aluminum sulfate Yes No X
Iron sulfate / ferrous sulfate Yes No X
Fluoride Yes No X
Ammonia nitrogen / Chloramines Yes X No
Zinc -orthophosphate or sweetwater CP1236 Yes X No
List any other additives below:
Sodium sulfite
permanganate
14. Is this facility located on Indian country? (check one)
Yes ❑
15. Additional Information:
Provide a schematic of flow through the facility, include flow volumes at all points in
the water treatment process. The plan should show the point[s] of addition for
chemicals and all discharges routed to an outfall [including stormwater].
Solids Handling Plan *See Attachment
16. NEW Applicants
Information needed in addition to items 1-15:
New applicants must contact a permit coordinator with the NCDENR Customer
Service Center.
Was the Customer Service Center contacted? ❑ Yes ❑ No
v Analyses of source water collected
v Engineering Alternative Analysis
Discharges from Ion Exchange and Reverse Osmosis plants shall be evaluated using a
water quality model.
17. Applicant Certification
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
Page 3 of 4
Version 5/2012

e
NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants
• t'�amoxn Moon
name of Perms Signing Title
IN
re of Avij&afit
7" Carolina General Statute 143-215.6 (b)(2) provides that: Any person who knowingly makes any false statement representation, or certification in any application,
record, report, plan, or other document fees or rewired to be maintained under Article 21 or regulations of the Environmental Management Commission implementing that
Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article 21
or regulations of the Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by
imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $25,000 or imprisonment riot more than 5
years, or both, for a similar offense.)
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iii
OVERALL PLAN
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GIN OF HAVELOCK
TREATMENT PLANT
MECHANICAL
OVERALL PLAN AND DETAIL
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WATER TREATMENT PLANT
EXPANSION
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US Hwy 70
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(flows NE into Sbop Branch) j \.
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Havelock's Brown Blvd WTP
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Outfall 001 '
(flows southeast, then northeast)
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CRAVEN CO
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Facility
Brown Boulevard WTI°
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Location
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not to scale
State Grid/Ouad: H 31 SW /Masontown, NC Permitted Flow, 0.033 MOD
Latitude: 34° 51. 28" N Longitude:
76' 53' 28" W
NPDES Permit NC0078131
Receiving Stream: McCotter Canal to Shop Branch Stream Class:
SC-Sw, NSW
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Drainage Basin: Neuse River Basin Sub -Basin:
03-04-10
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Craven Count

CITY OF HAVELOCK'S WTP WASTE MANAGEMENT PLAN
The City of Havelock's WTP manages the sludge produced from the backwash water in
the following manner. Annually or when the sludge level in the backwash catch basin
reaches a level of two feet, a vacuum truck is used to remove the sludge and transport it
to the Havelock WWTP, where it is deposited into a dump pan. Once in the pan, the
sludge is allowed time to settle and the clear water is drained to the head of the WWTP.
When the sludge is dry enough to pass a paint filter test, it is then loaded and transported
to the Tuscarora Land Fill in craven County.
jSied/, 4,
David Hemenway
WTP Supervisor/ORC