NC0023281_Wasteload Allocation_19920921

NPDES WASTE LOAD ALLOCATION
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PERMIT NO.: NC0023281
PERMITTEE NAME: Tapoco, Inc.
FACILITY NAME: Lodge &Village WWTP
Facility Status: Existing
Permit Status: Renewal
Major Minor
Pipe No.: 001
Design Capacity: 0.020 MGD
Domestic (% of Flow): 100 %
Industrial (% of Flow): 0 %
Comments:
Calderwood Lake
Refer : Basinwide / Streamline WLA File
Completed By Permits & Engineering
At Front Of Subbasin
RECEIVING STREAM: the Little Tennessee River
Class: C-Trout
Sub -Basin: 04-04-02
Reference USGS Quad: F 3 NW
County: Graham
Regional Office: Asheville Regional Office
(please attach)
Previous Exp. Date: 11/30/92 Treatment Plant Class:
Classification changes within three miles:
none
Requested by: Randy Kepler
Prepared by:
Reviewed by:
PLOcfr
Date: 6/8/92
Date: T ' z
Date:
Modeler
Date Rec.
#
I1Rlo
(40\Cl11l-
(n°kr:l
Drainage Area (mi2 )
Avg. Streamflow (cfs):
7Q10 (cfs)>(L• 3 Winter 7Q10 (cfs) 30Q2 (cfs)
Toxicity Limits: IWC % Acute/Chronic
Instream Monitoring:
Parameters /I/4
Upstream Location
Downstream Location
Effluent
Characteristics
-Suffsiter-
BOBS (mg/1)
5C
NH3-N (mg/1)
D.O. (mg/1)
TSS (mg/1)
3C
F. Col. (/100 ml)
pH (SU)
\1
'7 1 l i (cc)
Mrn
Comments:
obK /i

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 #
Tapoco, Inc./Lodge and Village WWTP
NC002328 1
Domestic - 100%
Existing
Renewal
Little Tennessee River (Calderwood Lake)
C-Trout
040402
Graham
Asheville
Kepler
6/8/92
F3NW
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
R ECEIVED
vote c Quality SCction
69i1L - 1N2
Asheville Regional O1*•
Asheville. North Carob,
Stream Characteristic;
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
from last WLA
1990
>82.3
<1
Facility is renewing at existing flow with no change in wastewater characteristics. Flow was
determined using S7Q10 from the Cheoah River (enters upstream). No changes to the existing:z
permit are recommended.
cn
Special Schedule Requirements and additional con}ments from Reviewers:
t
N z5)v- %9.
e.
////''''fin� -� L/ eSSar)-zr
Recommended by: Date: ,6/Z--5/%2---
Reviewed by
Instream Assessment: ,— Date:
Date: 8 % ? 2
RETURN TO TECHNICAL SERVICES BY: ' i ( 30 I N

Existing Limits:
2
CONVENTIONAL PARAMETERS
Monthly Average
Wasteflow (MGD): 0.02
BOD5 (mg/1): 30
NH3N (mg/1): monitor
DO (mg/1):
TSS (mg/1): 30.0
Fecal Co1. (/100 ml):
pH (SU):
Residual Chlorine (14/1):
Temperature (°C): monitor
TP (mg/1):
TN (mg/1):
Recommended Limits:
Monthly Average
Wasteflow (MGD): 0.02
BOD5 (mg/1): 30
NH3N (mg/1): monitor
DO (mg/1):
TSS (mg/1): 30.0
Fecal Co1. (/100 ml):
pH (SU):
Residual Chlorine (14/1): r c)'
Temperature (°C): monitor i !,� 1 err�p, l'u ✓ /r wo, 4% " hi (' u
TNTP (mg ): i72 .-t i'��� D .S t' dt/z -to (/,5cn �'' �I' C u -�-
(mg/1): Siv-to-cd-.20°C .
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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