NC0065889_Wasteload Allocation_19910204

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit:
NC0065889
Catatoga at Lake Toxaway WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Technical Correction
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
February 4, 1991
Thin documekt ifs printed cork reuse paper - igznore mirky
contekt on the reirerse aside

Refer : Basinwide / Streamline WLA File
Completed By Permits & Engineering
At Front Of Subbasin
PERMIT NO.: NC0065889
PERMI 1"1'hE NAME: Falls Racquet Club
Facility Status: Existing
Permit Status: Renewal
NPDES WASTE LOAD ALLOCATION
Major _ Minor
Pipe No.: 001
Design Capacity: 0.100 MGD
Domestic (% of Flow): 100 %
Industrial (% of Flow):
Comments:
plate
STREAM INDEX: 4-5-(3)
w 15 .o?,s /4.6-1)
RECEIVING STREAM: Indian Creek
Class: C-Trout
Sub -Basin: 03-13-02
Reference USGS Quad: G7SW, Reid (please attach)
County: Transylvania
Regional Office: Asheville Regional Office
Previous Exp. Date: 7/31/91 Treatment Plant Class:
Classification changes within three miles:
Becomes C at Toxaway. ca. 0.7 mi.
Requested by:
Prepared by:
Reviewed by:
Jule Shankli
MENIS
13S
Date:
1/8/91
Dater
Date: 4(1'1(
1
Modeler
Date Rec.
#
EA41-
tkkt
5ge't1
410
Drainage Area (mi ) 8� Avg. Streamflow (cfs):
7Q10 (cfs) /, V Winter 7Q10 (cfs) . D 30Q2 (cfs)
1g
Toxicity Limits: IWC % Acute/Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream Location
Effluent
Characteristics
(A;
, o a.5' Y►r&D
( 7
• to b t7
BOD5 (mg/1)
30
30
NH3-N (mg/1)
Numiiiv
7 A/ ga AT
D.O. (mg/1)
TSS (mg/1)
30
.30
F. Col. (/100 nil)
7y
07150
pH (SU)
6 -q
6 .7
-rP (m.511)
n ti ► r
64-13i-
YN ("3 it.)
Vnondnr
km-dby-
Comments:
PLOTTED
4JQ

ROAD CLASSIFICATION.
PRIMARY HIGHWAY
HARD SURFACE
SECONDARY HIGHWAY
HARD SURFACE CIC!
UGHT•DUTY ROAD. HARD OR
IMPROVED SURFACE
.UNIMPROVED ROAD = = =
Latitude 35°06'45" Longitude 82°55'10"
Map # G7SW Sub -basin 031302
Stream Class C-Tr
Discharge Class 06, 05
Receiving Stream Indian Creek
Design Q (MGD) 0.02* Permit expires 8/31/02
Falls Racquet Club
NC0065889
Transylvania County

-1—
b Al A
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 ALLOCATIONS
RECEIVED
:Falls Racquet Club
:NC0065889
:Domestic
:Existing
:Renewal
:Indian Creek
:C-Trout
:03-13-02
:Transylvania
:Asheville
:Jule Shanklin
:1/8/91
:G7SW
wasteload Allocation Summary
1
Wier Qe 1ity Section
JAN G 1991 Ji- ! L . 1g91
Prpl• l7C P, ! tirni r
• .P±..ct;rAiC
Asheville Regional Office
,Asheville, North Carolina
Stream Characteristics:
USGS #02.1841.2398 Date 1986
Drainage Area: 4.86 sq.mi.
Summer 7Q10: 1.4 cfs
Winter 7Q10: 3.0 cfs
Average Flow: 18 cfs
30Q2: cfs
Facility meets existing limits. Facility has an ATC for 0.02 MGD only.
Actual plant is 0.025 MGD. Renew with limits for 0.025 and 0.1 MGD.
Ammonia limits to protect against toxicity required at .1 MGD.
(approach taken, correspondence with region, EPA, etc.)
WASTELOAD SENT TO EPA?(Major)_N (Y or N)
(if yes, then attach schematic, toxics spreadsheet, copy of model, or
if not modeled, then old assumptions that were made, and description
of how fits into basinwide plan)
Recommended by:
Reviewed by
Instream Asse ent:
Regional sor:
Permits & Engineering:
RETURN TO TECHNICAL SERVICES BY:
Date: ///y/%/
Date: 1 IlH [9(
Date: I / / Y /
Date: i6, �, (((
F E B 1 2 1991

R •
- -2-
Existing Limits
Wasteflow (MGD) :
BOD5 (mg/1) :
NH3N (mg/1) :
DO (mg/1) :
TSS (mg/1) :
Fecal Coliform (/100 ml) :
pH (SU) :
Chlorine (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 Coliform (/100 ml) :
pH (SU) :
Chlorine (mg/1):.
TP (mg/1) :
TN (mg/1) :
Limits Chancres Due To:
Instream Data
Ammonia Toxicity
Chlorine
New facility information
CONVENTIONAL PARAMETERS
Monthly Average
Summer/Winter
.1
30
30
1000
6-9
.020
monitor
monitor
A
Monthly Average
Summer/Winter
.025
30
30
200
6-9
.020
monitor
monitor
INSTREAM MONITORING REQUIRMENTS:
Upstream: no Location:
Donwstream: no Location:
ADDITIONAL "REVIEWER" COMMENTS:
Daily Maximum
B
Monthly Average
Summer/Winter
.1
30
8/32
Parameter (s) Affected
30
200
6-9
.020
monitor
monitor
ammonia
chlorine
wasteflow

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TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION
PART I
DATE: November 30, 1990
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY Transylvania
PERMIT NUMBER NC0065889
- GENERAL INFORMATION
1. Facility and Address:
2. Date of Investigation:
3. Report Prepared By:
4.
Falls Racquet Club
P.O. Box 209 1,
Lake Toxaway, T.C. 28747
9-6-90
Gary T. Tweed, P.E.
1990
Persons Contract and Telephone Number: Steve Raulerson
704-966-4993
5. Directions to Site: Falls Racquet Club is located on U.S.
Highway 64 West of Rosman, N.C. approximately 9
miles.
6. Discharge Point(s), List for all discharge points:
Latitude:
Longitude:
35-06-45
82-55-10
7. Size (land available for expansion and upgrading): A few Acres
8. Topography (relationship to flood plain included): Rolling
area.

9. Location of nearest dwelling: Greater than 100 feet.
10. Receiving stream or affected surface waters: Indian Creek
Creek.
a. Classification: C Trout
b. River Basin and Subbasin No.: Sav 02
c. Describe receiving stream features and pertinent downstream
uses: Mountain Drainage.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 100 % Domestic
% Industrial
a. Volume of Wastewater: Phase 1 25,000 GPD Design
Permitted for up to 100,000 GPD
b. Types and quantities of industrial wastewater: N/A
c. Prevalent toxic constituents in wastewater: N/A
d. Pretreatment Program (POTWs only): N/A
in development approved
should be required not needed
2. Production rates (industrial discharges only) in pounds per day:
N/A
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): The
existing facility is a 25,000 GPD extended aeration package plant
with effluent disinfection.
5. Sludge handling and disposal scheme: Sludge must be removed by
pumping.
6. Treatment plant classification: Class II
(include rating sheet).
7. SIC Codes(s): 4952
Wastewater Code(s):
Primary 06 Secondary 05

PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant funds
(municipals only)? N/A
2. Special monitoring requests:
3. Additional effluent limits requests:
4. Other:
PART IV - EVALUATION AND RECOMMENDATIONS
The Falls Racquet Club has requested renewal of NPDES Permit
No. NC0065889. The existing facility is an extended aeration
package plant with a design capacity for 25,000 GPD. The permit
was issued for a facility up to 100,000 GPD. It is requested
that when the permit is reissued that it contain two final
effluent pages for a 25,000 GPD facility and a 100,000 GPD
facility. Operation of the existing facility has been
satisfactory. The system uses ultra violet light disinfection
which may have to be replaced. U V Systems have not proven to be
capable of meeting the 200/100 ml coliform requirement. It is
requested that the permit be submitte to publj,c n tice.
Signature of Report Preparer
Water Quality Regional Supervisor
Date November 30, 1990

325
it
2880
2.9
M1�) yv r;�(
NORTH CAROLINA—SOUTH CAROLINA
REID QUADRANGLE
1185.5W 'k0
um, VAKi, lab) oo M,
f ROSMAN i()1{ 6.8 MI. 1ir')2' 30.
J3Y8 N.C. 840,000 FEET I. 35.07'30'
520,000 N. C.
FEET
3387
86
3485
3884
5'