NC0062553_Wasteload Allocation_19900416

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0062553
PERMITTEE NAME: Mr. A. William Mckee / Wade Hampton Club
Facility Status: Existing
Permit Status: Renewal
Major Minor
Pipe No.: 001
Design Capacity: 0.125 MGD
Domestic (% of Flow): 100 %
Industrial (% of Flow): n/a %
Comments:
RECEIVING STREAM: an unnamed tributary to Silver Run Creek
Class: C-Trout
Sub -Basin: 03-13-01 03— 13 — 0 Z—
Reference USGS Quad: G6SE
County: Jackson
Regional Office: Asheville Regional Office
Previous Exp. Date: 8/31/90 Treatment Plant Class: 2
Classification changes within three miles:
No change within three miles.
Requested by: '^1 Mack Wiggins
Prepared by: ��fY. (>. SGo v
Reviewed by: AZI
6
(please attach)
Date:
Date:
D. te: '�✓/!
3/5/90
Modeler
Date Rec.
#
MD S
3( S ` 90
SZ t 3
Drainage Area (nut )
0, 530
Avg. Streamflow (cfs): 2.1
7Q10 (cfs) 0.37 Winter 7Q10 (cfs) 0,15 30Q2 (cfs) O. $S
Toxicity Limits: IWC 3' 1 %
Instream Monitoring:
Parameters Tenieua► re)
Upstream
Downstream
Acute/
chron.c/Ce rw,wtkn�w
DO to t co, ..v n conciuckudy
Location uts+nana of l�ihw�y 107
Location lbwnsi.ceanl at 11;14 .y la7
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
30
NH3-N (mg/1)
di?
D.O. (mg/1)
N R
TSS (mg/1)
3O
F. Col. (/100 ml)
200
pH (SU)
6 _ i
TJ I Rh.{,1441 4,6(iAt
1.2 jAJ/^
liuse -
►vii IrMiC3
, Tox c:17 tc$t
b4S Su.c n .al,
a }, .,cu I es
A 41MOn ki Toxic:
Comments:
PLOTT

Request No.: 5613
WASTELOAD ALLOCATION APPROVAL FORM ---
Water Qtr!11./
Facility Name:
NPDES No.:
Type of Waste:
Status:
Receiving Stream:
Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Quad:
Wade Hampton Club
NC0062553 1 'r1 n f_,
Domestic
Existing/Renewal
UT to Silver Run Creek
C-Trout
031301 D3-13-o 2 Drainage area:
Jackson Summer 7Q10:
Asheville Winter 7Q10:
Mack Wiggins Average flow:
3/5/90 30Q2:
G6SE
RECOMMENDED EFFLUENT
Wasteflow (mgd) : 0.125
BOD5 (mg/1) : 30
NH3N (mg/1) : NR
DO (mg/1): NR
TSS (mg/1) : 30
Fecal coliform (#/100ml): 200
pH (su) : 6-9
Tot. Res. Chlorine (ug/1): 9.2
Toxicity Testing Req.: Chronic/Ceriodaphnia/Qrtrly
MONITORING
LIMITS
0.530 sq mi
0.37 cfs
0.45 cfs
2.1 cfs
0.85 cfs
Ammonia Toxicity Limits
Summer Winter APR 1990
2.5 ^'l/2 5.5
P R^i�'r ;.irr
i'i.
Upstream (Y/N): Y Location: Upstream at highway 107
Downstream (Y/N): Y Location: Downstream at highway 107
COMMENTS
Recommend the Region give the facility the choice between the ammonia
toxicity limits for NH3-N (above) or a whole effluent toxicity test (see
attached) and indicate that choice on this form.
The rest of the limits are existing limits (fecal coliform is revised).
Instream monitoring requirements are being added because new USGS flow
estimates indicate an IWC of 34%. (Ow ItOc. 2%blo)
Recommend instream monitoring of temperature, DO, fecal coliforn, and
conductivity. ?errn;tce moe,iC'w.,%,T c -
Recommended by:
Reviewed by
Instream Assessment:
Regional Su•-�-or:
Permits & Engi -ering:
se.,„11,
RETURN TO TECHNICAL SUPPORT BY:
APR 21 19`j0
Date: 3/200
Date:
Date:
Date:
(3/aa l4'O

1 0/8 9
Facility Name C(cA
Permit # NCOO 6 2 553
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 3N % (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform quorterty monitoring using this procedure to establish
compliance with the permit condition. The first test will be performed after thirty days from
issuance of this permit during the months of Mar, Jun, Sep Dec . Effluent
sampling for this testing shall be performed at the NPDES permitted final effluent discharge below
all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests perfomned by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
7Q10 e.31 cfs
Permited Flow O.IZS MGD Recommended by:
IWC% 31M
Basin & Sub -basin 03(3®D S
Receiving
Stream or +a S;luer RAn Cecek D. e
County 11/4c.ksoA Date / y/tb/gU
**Chronic Toxicity (Ceriodaphnia) P/F at 3Y %, Mac) Jun, Sep, Dec-, See Part , Condition .

W 4'e "
(-tT fo S, [kit( 'Rum Creek
Nevi US ,,,dtS a F 7Q (O a,.c_ b. 3 7 ,
O l- 7Q10 ,se dei-c (/ A
�,✓�S D, S
te7 (4.,`r�
3 q 7c, _
SG 37,E c �s) �,% 17 �/) (.1137S)(6,,,i) I- (. 37 c-� 6 -)/i
C
Cam. = Lf y6
c h- 1;9L z (t_ w((
Nt N
(37)(I
(AWL( — ( . 0-137S) C I. V ° k
cCs)(. 22,
z ,
(, I937S cfs( (.Scfs)C ,22 .4\7/1'1
J

Date: March 13, 1990
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Jackson
NPDES Permit No.NC0062553
PART I - GENERAL INFORMATION
RFrEg 1iFn
1. Facility and Address: Wade Hampton Club
Post Office Box 450 MAR 14 1990
Cashiers, N. C. 28717
TECHNICAL SU POR1 ,gK^NCH
2. Date of Investigation: January 17, 1990
3. Report Prepared By: W. E. Anderson
4. Persons Contacted and Telephone Number: A. William McKee
704-743-3411
5. Directions to Site: From the intersection of US Hwy 64 and NC Hwy
107 in Cashiers, travel south on NC Hwy 107 approximately 2.6
miles to the Wade Hampton Wastewater treatment site on the right.
6. Discharge Point - Latitude: 35°04'56"
Longitude: 83°04'10"
Attached a USGS Map Extract and indicate treatment plant site and
discharge point on map.
USGS Quad No.176-SE or USGS Quad Name Cashiers
7 Size (land available for expansion and upgrading): N/A
8. Topography (relationship to flood plain included): Relatively
flat, in the flood plain. The treatment plant is protected from
the 100 year flood.
9. Location of nearest dwelling: Greater than 500 feet
10. Receiving stream or affected surface waters: UT to Silver Run
Creek.
a. Classifications: "C-Trout"
b. River Basin and Subbasin No.: Savannah 03 13 0-Y
c. Describe receiving stream features and pertinent downstream
uses: Silve Run Creek is not in the Chattooga River
Basin in North Carolina

PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: _100% Domestic
Industrial
a. Volume of Wastewater: 0.125 MGD
b. Types and quantities of industrial wastewater: None
c. Prevalent toxic constituents in wastewater: None
d. Pretreatment Program (POTWs only) N/A
in development approved
should be required not needed
2. Production rates (industrial discharges only) in pounds N/A
a. highest month in the last 12 months
b. highest year in last 5 years
3. Description of industrial process (for industries only) and
applicable CFR Part and Subpart: N/A
4. Type of treatment (specify whether proposed or existing):
Existing contact stabilization
5. Sludge handling and disposal scheme: Not specified
6. Treatment plant classification: II
7. SIC Code(s) 4952
Wastewater Code(s) 06 07 13

PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants Funds
(municipals only)? N/A
2. Special monitoring requests: None
3. Additional effluent limits requests: None
4. Other:
PART IV - EVALUATION AND RECOMMENDATIONS This facility is in
good condition except that the ultraviolet disinfection unit does
not work, requiring chlorine. The permit should be renewed after
determination that an acceptable sludge disposal scheme is in
place.
If you have any questions, please let me know.
Signature of Report Preparer
Water Quality Regional Supervisor