NC0032867_Wasteload Allocation_19930514

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0032867
PERMITTEE NAME:
FACILITY NAME:
Roadside Truck Plaza, Inc.
Roadside Truck Plaza, Inc.
Facility Status: Existing
Permit Status: Renewal
Major Minor
Pipe No.: 001,0021
Design Capacity: 0.0145 MGD
Domestic (% of Flow): 100 %
Industrial (% of Flow):
Comments:
RECEIVING STREAM:Dixm► Branch(001) UT to Kings Creek(002T
Class: C
Sub -Basin: 03-08-05
Reference USGS Quad: G13NW (please attach)
County: Cleveland
Regional Office: Mooresville Regional Office
Previous Exp. Date: 12/31/93 Treatment Plant Class: class I
Classification changes within three miles:
No change to the South Carolina line
Requested by:
Prepared by:
Reviewed
(-0/a LI
y
Rand Ke . ler
w)
Date: 5/13/93
Date: ;'
Date: g 3
2 iJ
Modeler
Date Rec./
#
«7M /✓
_ s�/ / 9 3
' 7443
Drainage Area (mil ) j, .> 7 Avg. Streamflow (cfs):
7Q10 (cfs) e . L Winter 7Q10 (cfs) e : j 30Q2 (cfs)
Toxicity Limits: IWC % Acute/Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream Location
Effluent
Characteristics
Summer
Winter
.BOD5 (mg/1)
3�
30
NH3-N (mg/1)
7, I (, -
0 3 (,. i /
D.O. (mom)
r/ ✓
i9f
TSS (mg/1)
30
3 J
F. Col. (/100 ml)
2 L v
2 cv
pH (SU)
C.- _.cj
(= . is
0/74- 6/1,0Se (14
3 0
3,.
are,,
1
PLOi;ED
Comments:

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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:
FACT SHEET FOR WASTELOAD ALLOCATION
Roadside Truck Plaza
NC0032867
839895-1�d
Existing
Renewal
Dixon Branch
C
030805
Cleveland (?P
Mooresville
Kepler
5/14/93
G13NW
Request #
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
1.27
0.2
0.3
1.7
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility requesting renewal of NPDES permit. Tech Support recommends renewal of existing
limits. Last WLA (5/92) Roadside Plaza chose summer/winter NH3 limits.
Special Schedule Requirements and additional comments from Reviewers:
p
Recommended b
Reviewed by
Instream Assessment:
04/1,4,- 2L/o_01
Regional Supervisor:
Permits & Engineering:
Date: 7/6/93
Date: /-7/1/t3
Date: %�v�/f�
7W/1'
A U G 0 6 1993
Date:
RETURN TO'1'ECHNICAL SERVICES BY:

Existing Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Residual Chlorine (µg/1):
Oil & Grease (mg/1):
TP (mg/1):
TN (mg/1):
Recommended Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Residual Chlorine (µg/1):
Oil & Grease (mg/1):
TP (mg/1):
TN (mg/1):
Limits Changes Due To:
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
Other (onsite toxicity study, interaction, etc.)
Instream data
New regulations/standards/procedures
New facility information
2
CONVENTIONAL PARAMETERS
Monthly Average
Summer
0.0145
30
7.9 (AT)
nr .
30
200
6-9
monitor
30:
Winter
0.0145
30
22.9 (AT)
nr
30
200
6-9
monitor
30:
Monthly Average
Summer Winter WQ or EL
0.0145 0.0145
30 30 2.3
7.9 (AT) 22 9 (AT) WQ
nr nr
30 30
200 200
6-9 6-9
monitor monitor
30: 30:
Parameter(s) Affected
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.
OR
No parameters are water quality limited, but this discharge may affect future allocations.

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Page Three
4. SIC Code(s): 5812, 5541
Wastewater Code():
Primary: 10
Secondary: 17
5. MTU Codes): 001-06007
002-53000 (waste oil removed by waste oil
scavenger).
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: None at this time.
3. Important SOC/JOr or Compliance Schedule dates: N/A
4. Alternative Analysis Evaluation
a. Spray Irrigation: Insufficient area availahle
b. Connect to regional sewer system: None presently
availahle.
Subsurface: Insufficient area available.
c.
PART IV - EVALUATION AND RECOMMENDATIONS
The permittee requests renewal of the subject Permit to
discharge treated domestic and industrial wastewater from an
interstate car and truck restaurant and fuel refilling plaza. The
WWT facilities appeared to be functioning properly at the time of
the site inspection. The receiving stream (at outfall 001) has
been found by TJSGS to have positive 7Q10 flow, therefore, an
alternative analysis is not required.
Pending receipt and approval of the WLA, it is recommended
the Permit he renewed with any comments and/or recommendations
contained in this report incorporated into the Permit prior to
reissuance.
e-(-9.3
Signature of Report Preparer Date
4/.5,/it?
r Qualit egional Su ervisor Date
Wate p

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0032867
PER.MITTEE NAME: Roadside Truck Plaza, Inc.
FACILITY NAME: Roadside Truck Plaza, Inc.
Facility Status: Existing
Permit Status: Renewal
Major Minor
Pipe No.: 0014
Design Capacity:-^0:0-1-45-MGD C, 0 O SAf 640
Domestic (% of Flow): 400-%
Industrial (% of Flow): t o v >
Comments:
RECEIVING STREAM:Dixon Branch(001),
Class: C
Sub -Basin: 03-08-05
Reference USGS Quad: G13NW (please attach)
County: Cleveland
Regional Office: Mooresville Regional Office
Previous Exp. Date: 12/31/93 Treatment Plant Class: class I
Classification changes within three miles:
No change to the South Carolina line
Requested by: -n Randy Kepler Date: 5/13/93
Prepared by: k �— , [ "" �. Date: 5f Z�1-3
Reviewed - Date: 3ICl3
Modeler
Date Rec.
#
ci i,i
5//y!/93
7z/G3
Drainage Area (mil ) C. 6 / Avg. Streamflow (cfs):
7Q10 (cfs) c' Winter 7Q10 (cfs) ' , 30Q2 (cfs)
Toxicity Limits: IWC % Acute/Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream Location
Effluent
Characteristics
1umcr ,
O41-intcr'llf,,
BOD5 (mg/l)
NH3-N (mg/1)
D.O. (mg/1)
TSS (mg/1)
4 s
F. Col. (/100 ml)
pH (SU)
Oili•G filst (44f /f)
"r/rhid,i101I-5)
5-0
fils)
-
_
Comments:
3

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:
FACT SHEET FOR WASTELOAD ALLOCATION
Request #
Roadside Truck Plaza (Outfall 002)
NC0032867
93989-5 U�.�;AA D�
Existing
Renewal
UT Kings Creek
C
030805
Cleveland
Mooresville'
Kepler
5/14/93
G 13NW
7463b
ff. C. DEPT. OF NATURAL
COMMUNITYRESOURCES
SOUR DAND
E�'ELOPME N
JUL 1 3 1993
MINN OF ENVIRONMENTAL RIANMMENd
MOORESVILLE REGIONAL, OFFICE
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2)•
. 0.01
Summer 7Q10 (cfs): 0.0
Winter 7Q10 (cfs): 0.0
Average Flow (cfs): 0.01
30Q2 (cfs):
IWCver(%):
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility requesting renewal of NPDES permit. Tech Support recommends renewal of existing
limits for outfall 002.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by,
Reviewed by
Instream Assessment:
Regional Supervisor:
Permits & Engineering:
a� 4/1„,,0
Date: 7/6/93
ecu'lle--7104.krtho gr-)
Date: r7/%/3
Date:
Date:?
AUG 0 6 1993
RETURN TO TECHNICAL SERVICES BY:

} r .
2
CONVENTIONAL PARAMETERS
Existing Limits:
Da. Avg. Da. Max.
Wasteflow (MGD): 0.005
TSS (mg/1): 45
Oil & Grease (mg/1): 30: 60
Turbidity (NTU) 50
Recommended Limits:
Da. Avg. Da. Max. WQ or EL
Wasteflow (MGD): 0.005
TSS (mg/1): 45
Oil & Grease (mg/1): 30: 60
Turbidity (NTU) 50
Limits Changes Due To: Parameter(&) Affected
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
Other (onsite toxicity study, interaction, etc.)
Instream data
New regulations/standards/procedures
New facility information
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.
OR
No parameters are water quality limited, but this discharge may affect future allocations.