NC0085189_permit issuance_19970219

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ruary 19,1997
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Subject: NPDES Permit Issuance
Permit No. NC0085189
Jose's Restaurant
Rockingham County
DI � ✓,/®/ ar$e permit received on August 12, 1996, the Division is
I tie, isch5 permit is issued pursuant to the requirements of North
erh�m of Agreement between North Carolina and the US
it' ora� 83.
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eer e uirements contained in this permit are unacceptable
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elir`g written re on quest within thirty (30) days following
y r�ri f a written petition, g p
0 ri $ up i n conforming to Chapter 150B of the � ,G n6 v Q 1 l �aV Office Drawer
�I tea o
r pea 01 office of Administrative Hearings, Post O
Q� �� ��Of Brie f the ch demand is made, this decision shall be final and
�itnle5s
le part II, E.4. addresses the requirements to be followed
rab e
Ufa i y d t5 to obtain other permits which may be required by the
, d eP Division of Land Resources, Coastal Area Management
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1)yr � �Q� f`��� tih e that maybe required.
?I e 9 0� feed berfi�
1fe 1 r lease contact Jeff Myhra at telephone number (919) 733-
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cerely,
, jetal Signed F,�,.
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� GQ��Q� ;� � �1
estop Howard, Jr., P.E.
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Telephone (919) 733=5083 FAX [phone]
535 50% recycled / 10% post -consumer paper
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Permit No. NCO085189
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, 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,
Mr. Joseph Doyle
is hereby authorized to discharge wastewater from a facility located at the
Jose's Restaurant
Highway 135
South of Stoneville
Rockingham` County
to receiving waters designated as the unnamed tributary to Buffalo Creek in the Roanoke River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I,
II, I1I, and IV hereof:
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i
The permit shall become effective April 1, 1997
This permit and the authorization to discharge shall expire at midnight on February 28, 2002
Signed this day February 19, 1997
David& Goodrich
A Preston Howard, Jr., P.E., Director
Division of Water Quality
By `Authority of the Environmental Management Commission

Permit No. NCO085189
SUPPLEMENT TO PERMIT COVER SHEET
Mr. Joseph Doyle
is hereby authorized to.
1. Continue to operate a 0.0050 MGD wastewater treatment facility consisting of a septic tank
subsurface nitrification lines located at Jose's Restaurant, on Highway 135, South of
Stoneville, Rockingham County (See Part III of this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into an
unnamed'tributary to Buffalo Creek which is classified Class WS-IV waters in the Roanoke
River Basin.

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ROAD CLASSIFICATION
PRIMARY HIGHWAY LIGHT -DUTY ROAD, HARD OR
HARD SURFACE ® IMPROVED SURFACE
SECONDARY HIGHWAY
HARD SURFACE L'� UNIMPROVED ROAD �-
Latitude 36°28'04" Longitude 79°49'S7"
;Map # g1 gNE Sub -basin 030203
Stream Class WS-IV
Discharge`Class 10
Receiving`Stream UT to Buffalo: Creek
Design Q 5000 GPD Permit expires 2/28/02
CONTOUR INTERVAL 20 FEET
Jose's Restaurant
NC0085189
Rockingham County
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A. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL
Permit No. NCO085189
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to dischar a from outf I
001. Such discharges shall be limited and monitored by the Permittee as specified below: 9 a I serial number
Flow
BOD, 5 day, 200C
Total Suspended Residue
Oil and Grease
Fecal Coliform (geometric mean
Total Residual Chlorine
PH2
NH3 as N
Temperature
Total Phosphorus
Total Nitrogen (NO2 + NO3 + TKN)
Notes:
' Sample locations: E - Effluent, I -Influent
Monthly
Averaqe
0.0050 MGD
30 mg/I
30 mg
30 mg /I
200 / 100 ml
LIMITS
Weekly
Average:
45mg/I
45mg/)
60mg/I
400 / 100 ml
2 Tt�e 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.
MQNITVNING REQUIREMENTS
Measurement Sample Sample
Fre uenc _._Type Location'
Week) Instantaneous I or E
2 /Month Grab E
2 /Month Grab E
2 /Month Grab E
2 /Month Grab E
2 / Week Grab E
2 /Month Grab E
Monthly Grab
E
Weekly Grab E
Quarterly Grab E
Quarterly Grab E

Staff Review and Evaluation
NPDES Wastewater Permit
FACILITY INFORMATION
Facility Jose's Restaurant
NODES No. NCO085189
Design Flow (MGD) 0.00500
Facility Class I
Permit Cover Sheet
Revised Supplement to Permit
Cover Sheet
Compliance Schedule:
Special Condition(s):
n/a
n/a
Permits &Engineering Comments:
MttrA
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1
®CT?UIT
STREAM CHARACTERISTICS
Stream Name
Stream Class
Sub -basin
Drainage Area (mil)
S7Q10 (cfs)
W7Q10 (cfs)
30Q2 (cfs)
IWC (%)
Added Part IV reference
Numbers 1 and 3 were deleted
UBfflCreek
0.
1.
T to uao
WS-IV
03-02-03
3.14
57
0.90
1.24
4
Not part of previous
Not Applicable
There have been no f ' 'ty modifications since the last renewal. No DMR data was available for
review in central f' s. t ' recommended at this permit be renewed as drafted.
Prepared by: _
Xeffey T. Myhra
Regional Office Evaluation and
tions:

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NC0085189
Facility: Jose's Restaurant
Discharge to: UT to Buffalo Creek
Stream class and index #: WS-IV
Residual Chlorine
Ammonia as NH3
(summer)
7Q10 (CFS) 0.57 7Q10 (CFS) 0.57
DESIGN FLOW (MGD) 0.005 DESIGN FLOW (MGD) 0.005
DESIGN FLOW (CFS) 0400775 DESIGN FLOW (CFS) 0000775
STREAM STD (UG/L) 17.0 STREAM STD (MG/L) 1.0
UPS BACKGROUND LEVEL (UG/L) 0 UPS BACKGROUND LEVEL (MG/L) 0.22
IWC (%) 1.34 IWC (%) 1.34
Allowable Conc. (ug/1) 1267632 Allowable Concentration (mg/1) 58.37
minimum = 2
Ammonia as NH3
(winter)
7Q10 (CFS) 0.9
Fecal Limit 200/100m1 DESIGN FLOW (MGD) 0.005
Ratio of 73.5 :1 DESIGN FLOW (CFS) 0,00775
STREAM STD (MG/L) 1.8
UPS BACKGROUND LEVEL (MG/L) 0.22
IWC (%) 0.85
Allowable Concentration (mg/1) 185.28
minimum = 4

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0085189
PERMITTEE NAME: �'• Joseph Doyle
FACILITY NAME: Jose's Restaurant
Facility Status: _ Proposed
Permit Status: New
Major Minor �
Pipe No.: 001
Design Capacity: 0.005 MGD
Domestic (% of Flow): � oo /G
Industrial (% of Flow):
Comments: Refer : Basinwide /Streamline WLA File
Completed By Permits &Engineering
�"':� At Front Of Subbasin
RECENIlVG STREAM; Unnamed trio
Class: WS-IV
Sub -Basin: 03-02-03
Reference USGS Quad: B 19 NE
County:
Regional Office:
Winston-Salem
to Buffalo Creek
oval Office
(please attach)
Previous Exp. Date: 00/00/00 Treatment Plant Class:
Classification changes within three miles:
Requested by: Greg 1`
___----
Prepared by. - - -- L
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Reviewed by: f �,;,
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Date: 8/28/95
Date: � s ,.,,,� ��
Modeler
Date Rec. #
ZY y�'
3
z i . 8�6
i{,� �a
mom- �.� s
Drainage Area (mi ) �.�� Avg. Streamflow (cfs):_
7Q10 (cfs) o,s�. Winter 7Q10 (cfs) 0.9 a 30Q2 (cfs) `.z
Toxicity Limits: IWC _ % Acute/Chronic
Instream Monitoring:
Parameters
Upstream ,von- 2�„�e,6�: Location
Downstream ►mot ��, ��� Location

�9 : 1 � FEQ��1 DEh1 I�JHTER �UHL I T'ti' SECT I C1N
Facility Name;
NFI�ES No.;
Type of �Iaste;
Facility Status:
Permit Status:
Reaeiviag Strom;
Stream (:.'lasscatiou;
Subbasi�:
County:
Regional ice:
Requestor:
Date of Roque;
Topa Quad;
Tl�
�A��,�oR E � �'I� D
N.C. Dept. of EHNR
. SEP � y �
FAG`T S��' FAR WASTEI,(aAi� ,�,�ATtoN Winston-Salem
Regional Office
Jose's Restaurant llest # 347
NCCap$51$�
Domestic - 10� °� Industrial - �,
• request Region input
I�roposed
New
untiarnred tributary � Buffalo ��ek
W5 - IV _
�� - Q2 - a� USGS # �p�en Re rt
RocJc�gham po
VVitrstan -Salem age Ate (�2
Nizich Summer 7Q1tJ (cfs);�
8/ 2$ /� 5 'fibinter 7 Q l o �cfs):
B 1 � NE Averse Flaw (cfs):
�(�Q2 (cfs):
IWG (°,�):
Wasteload Allocation Su�rnmary
Capproach taken, cc�rnespondence with re�lOn,, EPA, etc.
11�1odeled to in�lttde discixarge from Stone Highway MI�p, N�pp�623
�-399
1995
3.14
d.�7
0.90
3.61
1.24
1.4 �o
Facility is located within vicinity of Stoneville �VW'TF, �N�oo28Q 1 l,) and cvnnecti
municipality should be thorouglYly reviewed before a permit can be issued. on to thi.�
The a �l:;�ci Asse�.smertt Group understands that the rr�
tank anti sand fiit�r. P P'� atarnent plant consists of a septic
Cur cc�nc+erns with this proposed d�ha�'ge include the possible "blindin " of
this systenx from the �iI & Unease common to �staurant activ1tieS. Singe this e $
duet tune, even a very efFicient ail � Grease trap will likely allt�w a film to bu�l�d mQ�r wilds up
fitter, thus "short-circuiting" the treatment system. The RAG nests the en A � the sand
focus upon thin possibility, Region has commented that other s�imi[a.r' �staur�nt $review
with rnamt�nanc� will wt�rk, systems exists and
Special Schedule Requirements and additional conu�aents from Reviewers_
_fF�,S S.�Q �s ,� l�oi(%'�a/3�� S'i�j�/ems' .
���,.. �,������� rl�����„1��.._.�� yr�s, y
Rom�tetrded by,
�st�axn Aessment• � 'r,�� �,�;
Regional Supervisor: 13
Permits & En ' '
��:
RE`T[ TRN T� ��.�CA,L SI.TPpGRT $Y
most-it�" Fax Nate
Co./Dept.
pt�
Pho�p tt
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7�71 date
From
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Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification.
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad.
Existing WLA checked:
Staff Report:
Topo checked:
USGS Flows confirmed:
IWC Spreadsheet:
Stream Classification.
Nutrient Sensitivity:
Instream Data.
Jose's Restaurant Request it 8347
NC0085189
% Domestic % Industrial
Proposed
New Stream Characteristic:
unnamed tributary Buffalo Creek USGS # Open Report 90-399
WS - IV Date: 1995 [ HA 10 / MAR 1.15 ]
03-02-03 Drainage Area (mi2): 3.14
Rockingham Summer 7Q10 (cfs): 0.57
Winston - Salem Winter 7Q10 (cfs): 0.90
Nizich Average Flow (cfs): 3.61
8/28/95 30Q2 (cfs): 1.24
B 19 NE IWC (%): 1.4 %
na
na
x refer attached model
x refer attached model
x refer attached model
x water supply
na
This was modeled to include Stone Highway MHP, (NC0060623). Note that Stone Highway MHP was included as ff it discharged at the
mouth of it unnamed tributary since it is both very close to the mouth and has a zero 7Q10, (which would mean that the stream would
be composed of its effluent only). This is a very conservative approach, but as is evidence by the output, it did not have an effect on the
possible limits predicted to protect the stream for Jose's Restaurant, (i.e. Secondary Limits with no additional ammonia limit).
This proposed discharge is approximately 3 - 3.5 miles from the city limits, (as projected on the USGS map) of Stoneville. Since this
town has a WWTP, (NC0028011) this facility should look into connection to this municipality. Chances are good that the interceptor
Ines run out from these projected city limits and that connection would be far less than 3 miles. I will recommend that option be
reviewed.
The engineer informs me that this proposed facility consists of septic tank and sand fitter. Even with Oil &Grease limits, (or an oil &
grease trap that catches even 95%) this parameter will accumulate and eventually blind the sand filter. We need to deal with this before
this facility has to go under SOC for not meeting its limits; connection to the above municipality would seem to be the best option.
The only other parameter which the water supply classification would call for is Total Hardness, (based on standard of 100 mg/I as
calcium carbonate). I will recommend monitoroing on the Fact Sheet since the limit, (based on dilution) would be 837 mg/I.