NC0078131_Permit Issuance_20001031

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
October 31, 2000
Mr. Allen Hartmann
City of Havelock
P.O. Box 368
Havelock, North Carolina 78131
1� •
�6L
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCE5
Subject: Issuance of NPDES Permit NCO078131
City of Havelock WTP
Craven County
Dear Mr. Hartmann:
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached NPDES discharge permit. This permit is
issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the
Memorandum of Agreement between North Carolina and the U.S. Environmental Protection
Agency dated May 9, 1994 (or as subsequently amended).
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 Christie Jackson at telephone
number [phone], extension 538.
Sincerely,
Original Signed BY
David A. Goodrich
Kerr T. Stevens
cc: Central Files
,Washington Regional Office/Water Quality Section
NPDES Unit
Point Source Compliance Enforcement Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer VlsRUSONTHE INTERNE @httpJ/h2o.enr.state.ne.us/NPDES

Permit NC00781 ,31
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 145-215.1, 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 wastewater from a facility located at the
Havelock WTP
Brown Blvd., off US Highway 74
Southeast of Havelock
Craven County
to receiving waters designated as McCotter Canal 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.
The permit shall become effective December 1, 2000.
This permit and the authorization to discharge shall expire at midnight on June 50, 2005.
Signed this day October 31, 2000.
Original Signed by
David A. Goodrich
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC00781 5 1
SUPPLEMENT TO PERMIT COVED SHEET
The City of Havelock is hereby authorized to:
l . Continue to discharge treated filter backwash water from the settling tanks in the raw water
treatment system which includes the following components:
♦ Holding Basin
This facility is located at the Havelock Water Treatment Plant on Brown Boulevard off US
Highway 70, southeast of Havelock in Craven County.
2. Discharge at the location specified on the attached map into an McCotter Canal, classified
C-Swamp-NSW waters in the Neuse River Basin.

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Facility Information
ahuxle:
W51' 34° Sub -Basin: 03-04-10
oarmdtude•
71i53' 38"
hiad Name:
Mash wn
tream Clasp
SC -Swamp -NSW
leceivim Strem.
McCotterCanal
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LOCaL10I1 '�'` r
North City of '� 1
WTP
N0007813
Craven Cowry

Permit NCO078151
A. (I.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
During the period beginning on the effective date of the permit and lasting until expiration, the
Permittee is authorized to discharge from outfall serial number 001. Such discharges shall be
limited and monitored by the Permittee as specified below for each outfall:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Avera a
Daily
Maximum
Measurement
Frequency
Sample Type
Sample Location'
Flow
Weekly
Instantaneous
Effluent
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
Settleable Solids
0.1 mVL
0.2 ml/L
Weekly
Grab
Effluent
Turbidity2
Weekly
Grab
Upstream & Downstream
Iron
Weekly
Grab
Effluent
Total Residual Chlorine
Weekly
Grab
Effluent
Total Nitrogen3
No Limit (mg/L)
No Limit (lb/month)
No limit (lb/year
Monthly
Monthly
Annually
Grab
Calculated
Calculated
Effluent
Effluent
Effluent
Total Phosphorus
Monthly
Grab
Effluent
Notes:
1. Upstream = at a feasible location above the discharge point. Downstream = at a feasible
location below the discharge point
2. The discharge shall not cause the turbidity of the receiving water to exceed 50 NTU. If the
turbidity exceeds these levels due to natural background conditions, the discharge level cannot
cause the turbidity to increase in the receiving stream.
5. See condition A. (2.) for detailed monitoring requirements.
All samples collected should be of a representative discharge.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

a
Permit N00078151
A. (2.) TOTAL NITROGEN MONITORING
The Permittee shall calculate the annual mass loading of total nitrogen as the sure of moAthly
loadings, according to the following equations:
(1) Monthly Mass Loading (lb/month) = TN x Q x 8.34
where:
TN = the average total nitrogen concentration (mg/L) of the grab samples
collected during the month
Q = the total wastewater flow discharged during the month (MG/month)
8.34 = conversion factor, from (mg/L x MG) to pounds
(2) Annual Mass Loading (lb/year) = E (Monthly Mass Loadings) for the calendar year
The Permittee shall report the total nitrogen concentration for each sample and the monthly mass loading
in the appropriate self -monitoring report. The annual mass loading of total nitrogen shall be reported in
the December self -monitoring report.

�Ok5l J '
OCT .I
State of North Carolina
Environmental Management
Commission/ NPDES Unit
a
e
1617 Mall Service Center
l l
Raleigh, NC27699-1817
Affidavit Of Puhlication,
Notification of Intent to Issue a
NPDES Wastewater Permit
SUN -JOURNAL
On the basis of thorough staff review
New Bern, N.C.
and application of NC General Statue
143.21. Public Law 92.500 and other
lawful standards and regulations,
h Carolina Environmental
the North
Personally
appeared before me, a Notary Public
Management Commission proposes
of the County of Craven, State of North Carolina,
to issue a National Pollutant Discharge
Elimination System (NPDES)
on this the 22d
wastewater discharge permit to the �
.• • •• ....
person(s) listed on the attached
pages effective 45 days from the
publish date of this notice.
of the Sun Journal, be dui sworn, states
g Y
NPDES Permit Number
that the notice ent ed
NCO076131, City of Havelock -
WTP, P O Drawer
Brown BlvdHavelock,
....P0. t./1
368, Havelock, NC 28532 has
l.. vi.J4.�tw IY.SI.I. �.
-•� .................................
applied for a permit renewal for a
facility located in Craven County
duhaigmgtreated wastewater into
....•....•.•...••.•..•....•••....•.....•.........•.........•....-'•'•-..
McCotter Canal in the Neuse
RiverBasin. Currently no
........................................................................
parameters are water quality
limited. This discharge may affect
future allocations in this portion of
.....•...'...........••.........................................•
the receiving stream.
........................................................................
NPOPermit Number
NC0070a true copy Of Which Is attached hereto,
70 084. Craven Co. Water
$sewer- Stately Pines, 412 appeared in the Sun Journal, a newspaper
.Craven Street, New Bern, NC published in the City ,26560 has applied for a permit p y of New Bern, County of
'renewal for a facility located in Craven. State of North Carolina,
Craven County discharging treated
- wastewater into Neuse River in the rl f�! /t (.
Neuse River Basin. Currently Y' Cl E .............................. a Week for
SOD, Ammonia, Dissolved
Oxygen, Fecal Coliform, Total ........I ...............• weeks, on the following dates:
Residual Chlorine & Total A
Phosphorus are water quality /h )I_r 1<T '%
limited. This discharge may affect.rrGC4�YYl....":`:........................2000.........
future allocations in this portion of
the receiving stream. - 2000
........................................................ ............
Written comments regarding the 2000
proposed permit will be accepted.........................................................
••••••.
until 30 days after the publish date
of this notice. All comments received
prior to that date are considered in """""""""'^• 200
the final determinations regarding
the proposed permit. The Director of......................................................200A..........
the NC Division of Water Quality
may decide to hold a public meeting
for the proposed permit should the..•••...........••••......••••••..................••••200a.
Division receive a significant degree
of public interest. .............. 200A. .
Copies of the draft permit and other /
..... 1........................
supportinginformation on file used /•--••• ••- 200A.,.... ...•
to determine conditions present in the /
draft permit are available upon requestZ-�-I--�.
.......................................................
and payment of the costs of — '.......
reproduction. Mail comments and/or The N�v�`$`��HiNJH�,yYrnal
requests for information to the NC \\ Y N ',
Division of Water Quality at the above \\ \, /
address or call Ms. Christie Jackson \\ PQ+O
at (91) 733-5083, extension 538.
Please include the NPDES permit Subscribed and worn tdtVU..
number (attached) in any ;O
communication. Interested persons day of ....... """"""""
249A....'....
may also visit the Division of water "
Quality at 512 N. Salisbury Street, 21
/� z
Raleigh, NC 27604.114E between the ... 1.....•....- ... .. .. $. r �.%.
hours of &DO am and 5:00 pm to / /ONotaLtar ;•
review information on file. / ,,•.•- 9,P \
August 20. 2000 OOUIAV\\\

SOC Priority Project: Yes No X
If "yes", SOC No.
To: Permits and Engineering
Water Quality Section
Attn: Charles Weaver
Date: January 15,1999
NPDES STAFF REPORT AND RECOMMENDATION
Craven County
Permit No. NCO078131
PART I - GENERAL INFORMATION
1. Facility and Address:
City of Havelock Water Treatment Plant — Brown Blvd.
City of Havelock
Craven County
Mailing address
City of Havelock
P. O. Drawer 368
Havelock, NC 28532
2. Date of Investigation: October 20, 1998 r
3. Report Prepared by: Barry Adams
4. Person(s) Contacted and Telephone Number(s):
Mr. Stanley Ruffin (252) 444-64W 16"
5. Directions to Site:
At the intersection Hwy 70 East and Webb Blvd. within the Havelock city limits, Craven County, turn
north on to Webb Blvd. The water treatment plant is located approximately 0.2 miles on the east side of
the road at the intersection of Brown Blvd. and Webb Blvd.
6. Discharge Point(s), List for all discharge points: There is only 1 discharge (001).
Latitude: 340 51' 341, N Longitude: 760 53,381, W
Attach USGS map extract and indicate treatment facility site and discharge point on map.
USGS Quad No. H31 SW USGS Quad Name: Masontown
7. Site size and expansion area consistent with application? Yes X No _
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8. Topography (relationship to flood plain included)
Flat; approx. elevation 20-feet above MSL
9. Location of nearest dwelling: 200-feet
10. Receiving stream or affected surface waters: McCotter Canal
a. Classification: C Swp NSW
b. River Basin and Subbasin No.: 03-04-10
c. Describe receiving stream features and pertinent downstream uses:
Used for storm water drainage.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater to be Permitted: .099 MGD
b. Current permitted capacity: .099 MGD
c. Actual Treatment Capacity: .099 MGD
d. Date(s) and construction allowed by Authorizations to Construct issued in past two years: NA
e. Description of existing or substantially constructed wastewater treatment facilities: the filter
backwash goes to a holding basin and is held for 18-hours and is then discharged.
f. Description of proposed wastewater treatment facilities:
same as above
g. Possible toxic impacts to surface waters: none
h. Pretreatment Program (POTWs only): NA
In development Approved
Should be required Not needed X
2. Residuals Handling and Utilization/Disposal Scheme
a. If residuals are being land applied, specify DEM permit number: WQ0000702
b. Residuals Stabilization: PSRP _ PFRP _ Other
c. Landfill: n/a
d. Other disposal/utilization scheme (specify):NA
3. Treatment Plant Classification (attach completed rating sheet): Class I
4. SIC Code(s): 3589
Wastewater Code(s): Primary 22 Secondary
Main Treatment Unit Code: 500 3
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PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds or are any public monies involved
(municipals only)?
NO
2. Special monitoring or limitations (including toxicity) requests:
3. Important SOC, JOC, or Compliance Schedule dates (indicate): none
4. Alternatives Analysis Evaluation: NA
Spray Irrigation:
Connection to Regional Sewer System: the City sewer is available.
Subsurface Disposal: not appropriate
Other Disposal Options: none
5. Outer Special Items: none
PART IV - EVALUATION AND RECOMMENDATIONS
It is recommended that the permit be reissued.
I
Water Quality Regional Supervisor
Date
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MANAGEMENT PLAN
The residual solids management plan describes the process by which the residual solids from the City of
Havelock will be land applied to permitted acreage as an agricultural resource at agronomic rates. The
residual solids will be applied to row crops, coastal bermuda and fescue for hay production at
agronomic rates for total or partial replacement of conventional nitrogen (N) and phosphorus (P)
fertilizers. The. actual amount of residual solids applied will be dependent upon the nutrient
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requirement of the specific crop and the nutrient content of the residual solids.
Residual solids application scheduling will be dependent upon residual solids production, storage at the
respective treatment plant, and the crop management program. On fields utilized for hay production,
residual solids will be applied in split applications as is normally done when conventional fertilizers are
applied to hay land. These applications will correspond prior to grass growth in the spring, after each
cutting in the growing season, or whenever most appropriate. On fields utilized for row crops, residual
solids will be land applied between crop rotations.
The fields will receive residual solids in an agronomic manner based on requirements listed in the
permit. Residual solids will be applied at agronomic rates which are limited by nitrogen loading rates.
An acceptable pH will be maintained in the soil, residual and lime mixture greater than 6.0 on all land
application sites with mineral soils to insure optimum yield for the crop being grown.
Prior to an application event, an application rate will be determined based on a current residual solids
nutrient analysis. Representative residual solids samples will be collected prior to the haul period and
composited for analysis. This composite sample will then be delivered to a qualified laboratory familiar
with residual solids analysis and analyzed for ammonia nitrogen, nitrate/nitrite nitrogen, percent total
solids, total Kjeldahl nitrogen, phosphorus, potassium, calcium, magnesium, sodium, arsenic, mercury,
selenium, molybdenum, chromium, copper, zinc, cadmium, nickel, lead, aluminum, and pH. Plant
available nitrogen (PAN) will then be calculated from this residual solids analysis. This information will
be used to calculate the loading rate for the field and crop.
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' tea application rate has been calculated, the residual solids will be removed from the
Once the appropna pp
• treatment Plant and transported to the site in leak proof tankers adapted for liquid residual
respective P
solids. Tankers will then travel major traffic routes to the fields whenever possible. Once at the field,
the tankers will proceed to a designated staging area. The liquid residual solids will then be transferred
to a residual solids applicator designed and operated to obtain an even application consistent with
agricultural requirements.
All residual solids will be removed from the staging area by the end of the working day, unless
equipment breakd
own or weather prohibits the residual solids application. At the start of each day, all
,
fields will be ins ected by the field superintendent. Equipment will only enter a field when conditions
P
lication. Residual solids will only be applied when the field is capable of
are appropriate for the a PP
supporting eq P equipment. When field conditions are not appropriate for an application, such as during
et periods, the residual solids will remain at the WRF until field conditions are suitable for land
w p ,
application.
Prior to
the residual solids operations, the field superintendent and appropriate Havelock personnel
will inspect the site. During the field inspection, the field superintendent will note the standard North
Carolina Division of Water Quality (DWQ) buffer zones including: homes, drainage ditches, roads,
and property boundaries (listed in Table 1). On the basis of these standard DWQ
wells, surface water,
for land application programs, buffers will be established in the field. These buffers will be
buffers pP
identified in the field by the placement of pin flags.
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