NC0064416_wasteload allocation_19930204

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit:
NC0064416
Cullasaja Club WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Additional Information Received
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
February 4, 1993
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NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0064416
PERMPITEE NAME: Cullasaja Joint Venture
FACILITY NAME: Cullasaja Joint Venture
Facility Status: Existing
Permit Status: Renewal
Major Minor
Pipe No.: 001
Design Capacity: 0.150 MGD
Domestic (% of Flow): 100 %
Industrial (% of Flow):
Comments:
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RECEIVING STREAM: Norton Mill Creek
Class: C-Trout
Sub -Basin: 03-13-01
Reference USGS Quad: G6SW
County: Jackson
Regional Office: Asheville Regional Office
(please attach)
Previous Exp. Date: 8/31/92 Treatment Plant Class:
Classification changes within three miles:
Requested by: Charles Alvarez
Prepared by: //
Reviewed by: (f.c 1
II
Date: 11/16/92
Date:
Date:
Modeler
Date Rec.
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Drainage Area (mi) p, LA 7 Avg. Streamflow (cfs): / 7
7Q10 (cfs) 6./4 Winter 7Q10 (cfs) 0. f 30Q2 (cfs) D. 35—
Toxicity Limits: IWC % Acute/Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream Location
Effluent
.Characteristics
Summer
Winter
BOD5 (mg/l)
30
3c)
NH3-N (mg/1)
S
. .®
D.O. (mg/1)
6
C
TSS (mg/1)
30
F. Col. (/100 ml)
200
Zc0
pH (SU)
6-'7
6_
,0s./b4,i)
27
z'
_
p LOTTIED _
_
Comments:

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A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINIER (November1 a,
During the period beginning on the effective date of the permit and lasting until expiration, the Permitter;
outfall(s) serial number 001. Such discharges shall be limited and monitored by the perrnittee as specified,.
Effluent Characteristics Discharge Limitations
Monitorin
Measurement "
Monthly Avg. Weekly Avg. Daily Max Frequency
=low 0.150 MGD
Continuous },
30D, 5 day, 20°C 30.0 mg/I 45.0 mg/I 2/Month
Total Suspended Residue Com
30.0 mg/I 45.0 mg/I 2/Month
At-I3 as N Composi
3.0 mg/I 2/Month
)issolved Oxygen ** Composite
Weekly Grab
_ecal Coliform (geometric mean) 200.0 /100 ail 400.0 /100 ml 2/Month
otal Residual Chlorine Grab E�
27.0 ug/I Daily Grab E emperature ***
-oral Nitrogen (NO2 + NO3 + TKN) Weekly Grab E U >J
-otal Phosphorus.
Semi-annually Composite E
:onductivity
Semi-annually Composite E
Weekly Grab U, D
*Sample locations: E - Effluent, I - Influent, U - Upstream 100 feet from discharge point, D - Downstream 300 feet from discharge point.
**The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/I.
***The temperature of the effluent shall be such as not to cause an increase in the temperature of the receiving stream of more than 0.5°C and
in no case cause the ambient water temperature to exceed 20°C.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER
During the4period beginning on the effective date of the pent and lasting(April 1
outfall(s) serial number 001. Such discharges shall be limited and monitored untily he ermit ee
P e
Effluent Characteristics
Dfschar a Limitations
Flow M
BOD, 5 day, 20°C 0.150 MGp
Total Suspended Residue 30.0 m g / I
NH3 as N 30.0 mg/I
1.5 mg/I
Dissolved Oxygen**
Fecal Coliform (geometric mean) 200.0 /100 ml
Total Residual Chlorine
Temperature ***
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
Conductivity
*Sample locations: E - Effluent, I - Influent, U -
U
pstream 00
**The daily average dissolved oxygen effluent concentration
***The temperature of the effluent shall be such as not to cause an increase in the tempera
in no case cause the ambient water temperature to exceed 20°C. tore of
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall
sample. be monitored 2/month at the effluent
There shall be no discharge of floating solids or visible foam in other than by grab
trace amounts.
Dai x Max
45.0 mg/I
45.0 mg/I
400.0 /100 ml
27.0 ug/I
- October 31) Permit No
Permittee is authorized to disch
as specified below:
Monitorin Re uirements
measurement
ELgauencv
Continuous
2/Month
2/Month
2/Month
Weekly
2/Month
Daily
Weekly
Semi-annually
Semi-annually
Weekly
1
feet
shall
from
not
discharge
point, D -
be less than 6.0 mg/1.
5am�1e
Tybe
Recording
Composite
Composite
Composite
Grab
Grab
Grab
Grab
Composite
Composite
Grab
IorE
E
E
E
E, U, D
E,U,D
E
E, U, D
E
E
U, D
Downstream 300 feet from discharge point.
the
receiving
stream
of more than 0.5°C and

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