NC0033111_Wasteload Allocation_19930316

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0033111 Modeler Date Rec. #
PERMTI'TEE NAME: Northeast Craven Utility Company, CWS fv-- 3`1" 3 "M-7
FACILITY NAME: Fairfield Harbour Drainage Area(mil ) Avg. Streamflow cfs /i1741-
Facility.Status: Existing 7Q10(cfs) Winter 7Q10 (cfs) 30Q2 (cfs) -
Permit Status: Renewal
Toxicity Limits: 1WC % Acute/Chronic
Major Minor Instream Monitoring: ..._...._. . 6ee N
PipeTNo.: ( 2''- ° Parameters 71 nce iZ(i Ail. i-i Keel
Design Capacity: 1.0 MGD • Upstream • Location .
Domestic (% of Flow): 100 % Downstream Location
Industrial';(% of Flow): kI D• MG2 ,4-T /.0 of�-7
Effluent
Winte
'Comments: C {,4.,�s4,E '-1 DO 1 Pam. Characteristics M j'n.-r,i
' f
t ' s . i BOD5 (mg/1) 30
}-7G FXI 0„6 ��//
1 NH 3 N�(mg/1) MB?)%�U✓ 2 T
It % D.O. (mg/1) 1 6.
RECE G STREAM:the Neuse River
Class: SB-Swamp-NSW TSS (mg/1) 30 30 30
Sub-Basin: 03-04-110 F. Col. (/100 ml) 20o ZoO 20 D
Reference USGS Quad: G31SW (please attach)
County: Craven pH (SU) r-� �/
Regional Office: Washington Regional Office ;,i4f/d4KICeni4c6/1) 1,,,/ �J
Previous Exp.Date: 8/31/93 Treatment Plant Class: xt
Classification changes within three miles:
T func M m07/ ' ' 4f in'
712(��/i) 07. 0 a. o
31isI93 in/67/17 iiio.,/1� rnd01iteY
Requested by: Charles Alvarez Date: W '
Prepared by: /�,/ivtd nr�w Date: 7/'L/9u� Comments: *at6,�iry/ f�,�/rni 5e ern
Reviewed by: ( ; ti Omdi/�y Date: l ivetecJ .41,y/e- �o/%c-A.' !Two
o4 69 Dv` — c ,,, *,.9y__ 7 193 t,

•
FACT SHEET FOR WASTELOAD ALLOCATION
Request# 7372
Facility Name: Northeast Craven Utility Company, CWS/Fairfield Harbour
NPDES No.: NC0033111 (PIPE 001 &PIPE 002)
Type of Waste: Domestic - 100%
Facility Status: Existing
Permit Status: Renewal
Receiving Stream: Upper Broad Creek(001)/Neuse River(002)
Stream Classification: SB-Swamp-NSW
Subbasin: 030410
County: Craven Stream Characteristic: TIDAL
Regional Office: Washington USGS # (both sites)
Requestor: Alvarez Date:
Date of Request: 3/15/93 Drainage Area(mi2):
Topo Quad: G31SW Summer 7Q10 (cfs):
Winter 7Q10(cfs):
RECEIVED Average Flow (cfs):
WASHINGTON OFFICE 30Q2 (cfs):
MAY 0 61993 IWC(%):
Wasteload Allocation Summary
%t ptlSach taken,correspondence with region,EPA,etc.)
w
•The 001 pipe from tliis facility used to discharge to the Upper Broad Creek,which is tributary to the Neuse River.
Per Adams(WaRO),this WWTP has been inactivated and the discharge no longer exists. He recommends that the
existing 002 pipe which goes directly into the Neuse River be redesignated as the 001 pipe. An ATC exists for 0.6
MGD of the 1.0 MGD permitted flow. It is therefore recommended that a TRC limit be required above 0.6 MGD.
This is an existing development which has applied for a simple renewal without expansion or modification. Since
this is a tidally-influenced area,modeling was not done. However,upstream of this area has been targeted to be
studied in the next five years. The results of this study may help to decide what limits are appropriate for this
facility when or if it expands.
Adams(WaRO)has recommended the addition of instream monitoring. Concerns have been raised that there is no
such monitoring although this is a 1.0 MGD discharge to an area which has been reclassified for primary recreation.
As discussed with Adams on 4/23/93 these are valid concerns. It is most appropriate for the Washington Regional
Office staff to determine the most representative sites. For that reason,the instream monitoring table at the bottom
of page 2 has been left blank so that the region can indicate where they would like samples collected.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by: Date: 4129/93
Reviewed by �/_
Instream Assessment: (/BUT Date: 4-3/c)-3
- -Regional Supervisor: A" /c- Date: `r /2``/93
Permits&Engineering: 0724--- - Date: Z,/Z-7/Cl3
1
JUN O 1993
RETURN TO TECHNICAL SERVICES BY:

• • 2
PARAMETERS
Existing Limits:
Monthly Average
001 002
Wasteflow (MGD): 0.1 1.0
BOD5 (mg/1): 30.0 30.0
NH3N (mg/1): monitor monitor
DO(mg/1): :p
TSS (mg/1): 30.0 30.0 ill
Fecal Col. (/100 ml): 200.0 200.0 ='7,-
pH (SU): 6.8-8.5 6.8-8.5
w f:r �
Residual Chlorine (µg/1): monitor monitor c_ ��a,ca c-,
rL.-
Temperature(°C): monitor monitor -v `=r.' `-
TP(mg/1): 2.0** 2.0** • - ,
TN(mg/1): monitor monitor c
cn
**Quarterly average limit based on weekly sample collections.
Recommended Limits:
Monthly Average for
0.6 MGD & 1.0 MGD
001 001 WQ/Fl.
Wasteflow (MGD): 0.6 1. s/ o/
BOD5 (mg/1): 30.0 30.0 5 s k M k� f u w''�`"
7-3
NH3N (mg/1): monitor aio iter i A'.
DO(mg/1): 6 6 c p.., wv so :o"
TSS (mg/1): 30.0 30.0 EL ,,,,: D�
Fecal Col. (/100 ml): 200.0 200.0 Gv.,�,;,ti
pH (SU): 6.8-8.5 6.8-8.5
Residual Chlorine (14/1): monitor 28.0 WQ /.7-�-14
Temperature(°C): monitor monitor s/ g3
TP(mg/1): 2.0** 2.0** WQ
TN(mg/1): monitor monitor
**Quarterly average limit based on weekly sample collections.
{NOTE THE 001 PIPE FROM LAST PERMIT HAS BEEN ELIMINATED. THE FORMER 002 PIPE
SHOULD NOW BE DESIGNATED 001 AND LIMITED AT 1.0 MGD.)
x Parameter(s) are water quality limited. For some parameters,the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
INSTREAM MONITORING REQUIREMENTS
Instream Location#1:
Instream Location#2:
Instream Location#3:
Parameters:
Special instream monitoring locations or monitoring frequencies:

' • 'F. Instream Monitoring Requirements
•Physical Parameterst:
Parameter Sample Type Frequency
Dissolved Oxygen Instantaneous weekly
Temperature Instantaneous weekly
Conductivity Instantaneous weekly
Salinity Instantaneous weekly
pH Instantaneous
t The above parameters shall be collected as grab samples at one foot intervals vertically throughout
the water column.
• * pH shall be collected only when chlorophyll-a is collected.
• Chemical Paramee:ers#:
Parameter Frequency
TKN 2 per month
NH3 2 per month
NO2 + NO3 2 per month
Total Nitrogen 2 per month
Total Phosphorus 2 per month
Chlorophyll-a 2 per month
Fecal Coliform** 2 per month
*The above parameters, except Fecal Coliform, shall be collected via a spatial composite throughout the
phone zone (defined as twice the secchi depth).
** Fecal Coliform shall be collected by grab sample approximately 6" below the surface.
Samples shall be collected between June 1 and September 30 of each year.
• Station Locations: (see attached map detailing locations)
1 ) At the end of the outfall line in the Neuse River
2 ) In the channel at Northwest Creek Channel Marker No . "1"
3 ) In the channel at Upper Broad Creek Channel Marker No. "2"
4 ) In the channel at Upper Broad Creek Channel Marker No. "3"
at a point 100 yards from the mark
{ •Reporting Requirements:
Data entered on a form approved by the Division and summarized in an annual report due by
January first of the year immediately following the summer period where sampling occurred.
Yearly monitoring reports should be sent to:
Instream Assessment Unit
DEM Water Quality Section
P.O. Box 29535
Raleigh, N.C. 27626-0535

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SOC PRIORITY PROJECT: Yes No
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Attention: (Charles Alvarez)
NAB 2 6 1993
Date March 19 , 1993
I ECHNICAL SUki Uk1 a.,
NPDES STAFF REPORT AND RECOMMENDATION
County Craven
Permit No. NC0033111
PART I - GENERAL INFORMATION
1 . Facility and Address : Northeast Craven Utility Company
(Fairfield Harbour)
750 Broad Creek Road
New Bern, NC, 28560
2 . Date of Investigation: March 12 , 1993
3 . Report Prepared by: Barry L. Adams
4 . Persons Contacted and Telephone Number: Leroy Sawyer
Gerald Underwood
919-247-2309
5 . Directions to Site: From the intersection of SR 1600 and NC
Hwy 55 in Craven County, travel south on SR 1600 to its
terminus . The WWTP is located on the west side of SR 1600 .
Access to the site is via a dirt road.
6 . Discharge Point( s) , List for all discharge points :
Latitude: 35° 03 ' 27" Longitude: 76° 57 ' 33"
Attach a USGS map extract and indicate treatment facility
site and discharge point on map.
U. S .G. S . Quad No. U. S .G. S . Quad Name Upper Broad Ck.
7 . Site size and expansion area consistent with application ?
X Yes No If No, explain:
NPDES Permit Staff Report
Version 10/92
IL

P
SOC PRIORITY PROJECT: Yes No
If Yes, SOC No .
8 . Topography (relationship to flood plain included) : 5 ft. MSL
9 . Location of nearest dwelling: approximately 300 feet
10 . Receiving stream or affected surface waters : Neuse River
a . Classification: Class SB Swamp NSW
b. River Basin and Subbasin No. : 03-03-10
c . Describe receiving stream features and pertinent
downstream uses : sport & commercial fishing,
swimming and boating
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 . a . Volume of Wastewater to be permitted: 1 . 0 MGD (Ultimate
Design Capacity)
b. What is the current permitted capacity of the Waste Water
Treatment facility? 1 . 0 MGD
c . Actual treatment capacity of the current facility
(current design capacity) ? . 3 MGD ( . 6 MGD
upon completion of construction) . The treatment
facilities of Discharge 002 are no longer in operation
and the plant is to be removed from the site. The
existing discharge ( formally 002 ) will now be considered
001 .
d. Date( s ) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years : A to C dated Jan 22 , 1992 permits the
construction of a second circular 0 . 3 MGD treatment
plant in addition to the existing . 3 MGD plant .
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities : 2 circular,
. 3 MGD extended aeration type treatment plants operated
in parallel , consisting of static screen, aeration basin,
sludge holding basin, secondary clarifiers and chemical
feed type phosphorus removal, flow measuring recording-
device, aerated surge basin, chlorine contact chamber for
the disinfection of the treated effluent and standby
power.
NPDES Permit Staff Report
Version 10/92
Page 2

f
f . Please provide a 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
2 . Residuals handling and utilization/disposal scheme:
a . If residuals are being land applied, please specify DEM
permit no.WQ0001061
Residuals Contractor_Garner Construction_Company
Telephone No. 919-223-4019_(Gloria Murdock contact)
b. Residuals stabilization: PSRP lime PFRP_
Other
c . Landfill :
d. Other disposal/utilization scheme ( Specify) :
3 . Treatment plant classification (attach completed rating
sheet) : Class III
4 . SIC Code( s ) : 6513
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 .
Primary _06 Secondary
Main Treatment Unit Code: 0 5 2 0 3
PART III - OTHER PERTINENT INFORMATION
1 . Is this facility being constructed with Construction Grant
Funds or are any public monies involved. (municipals only) ?
2 . Special monitoring or limitations (including toxicity)
._T requests : it is recommended that the permit include stream
monitoring requirements at a minimum of three sampling points
in the immediate vicinity of the outfall due to the
presence of Class SB waters and wind tide influence. The
parameters should include routine field parameters and fecal
coliform.
--`
NPDES Permit Staff Report
Version 10/2
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. NA
Spray Irrigation: NA
Connection to Regional Sewer System: none available
Subsurface : NA
Other disposal options : NA
5 . Other Special Items :
PART IV - EVALUATION AND RECOMMENDATIONS
It is recommended that the permit include stream monitoring
requirements as suggested in Part III 2 . above and that the
permit be issued for a 5-year term.
Signatu
of report preparer
Xi
Water Quality Regional Supervisor
3z 5
Date ,
NPDES Permit Staff Report
Version 10/2
Page 4

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' ' ' NPDES\WASTE LOAD ALLOCATION '
Modeler Date Rec. #
PERMIT NO.:
NC0033111 '
iNortheast Craven UtilityCompany, CWS 5<<' 3\�'o\ 3 3-t
1PERMITTEE NAME:
.FACILITY NAME:. Fairfield Harbour Drainage Area(mil ) Avg. Streamflow(cfs):
'Facility Status: Existing 7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs)
Permit Status: 'Renewal Toxicity Limits:IWC' % Acute/Chronic
Major Minor '� 'Instream Monitoring:
i %
Pipe No.: Parameters
• % 'Design Capacity: 0:10 MGD • Upstream Locati.n
mestic (�%a of Flow):: 100 % t Downstream a i don
iIndustrial'(% df Flow): r ♦
Effluent Sum, er Winter
Comments: li. 7-e . p' P Characteristics
►� t"- , 1 ' , ' BOD5 (mt )
' L` .',I i 4 j-�t,lLp p (�1`�k--1',dvl.; ! NH3-N (mg/1) I
7'1 PI -r$4 th (TF-4(c,L .ft4 e/J /. 90 d r, • •
D.O. (mg/1) A1V
RECEIVING STREAM:the Upper Broad Creek / /
Class: SB-Swam0+NSW TSS (mg/1) �/ \L
‘ Sub-Basin: 03-04-10 �(/
F. Col. (/101 ml)
Reference USGS Quad: G31SW (please attach) t,,,, e
County: Craven pH (SU) (�
v \ \/
Regional Office: Washington Regional Office
Previous Exp.Date: 8/31/93 Treatment Plant Class: (
Classification changes within three miles:
G
Requested by: Charles Alvarez Date: 242 � jr.,' / I
Prepared by: 21 y7z�s Date: 7/2/93 Comments: �,[/ // 1
Reviewed by: Date: