NC0020214_WASTELOAD ALLOCATION_19900214

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit: NC0020214
TWSA Plant #21 Sylva WWTP
Document Type: Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Staff Report
201 Facilities Plan
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date: February 14, 1990
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NPDES WASTE LOAD ALLOCATION
PERMIT NO.:
NC0020214 Ma�deler Date Rec. # �;
Mod ti 1'1 Rio
PERMITTEE NAME: Town of Sylva/ Town of Sylva WWTP
Drainage Area.(mil } $( Avg. Streamflow (cfs): If 7.0
Facility Status: Existing
Permit Status: Renewal 7Q10 (cf;>) Z#3, Winter 7Q10 (cfs) Z1,1 30Q2 (cfs) q5,1
Major Minor Toxicity Limits: IWC % Acute/Chronic
Pipe No.: 001 Instream:Monitoring:
Design Capacity: 0.50 MGD Parameters
Domestic (% of Flow): 100 % Upstream N Location
Industrial (% of Flow): Downstream Location
Comments: Effluent
Characteristics Summer Winter
BODs M d
NH3-N (mg/1)
RECEIVING STREAM: Scott Creek D.O. (mg/1) N
Class: C-Trout
Sub-Basin: 04-04-02 TSS {mg/ly 30
Reference USGS Quad: FbSW (please attach) F. Col. (/100 ml) Zoo
County: Jackson pH (SU)
Regional Office: Asheville Regional Office-
Previous Exp. Date: 7/31/90 Treatment Plant Class: Class II TA01i ?k� Wkl C66'01-
Classification changes within three miles:
Requested by: Lula Harris Date: 1/12/90 5 MA UA e I 4� P,n
Prepared by: rW. �( ��o - Date: 2_11110
Reviewed by: (L C. �[fLfi Date. t Comments„

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Request No. : 5558
WASTELOAD ALLOCATION APPROVAL FORM
Facility Name: Town of Sylva WWTP NPDES No . : NCO020214 ,BAN 2 619910
Type of Waste: Domestic
Status : Existing/Renewal r r3! ;
Receiving Stream• Scott Creek Asheville lze ie.ia Office
Classification• C-Trout Asheville, Nc:ih Carolina
Subbasin: 040402 Drainage area: 51 sq mi
County: Jackson Summer 7Q10 : 28 .4 cfs
Regional Office : Asheville Winter 7Q10 : 29. 7 cfs
Requestor: Lula Harris Average flow: 117 . 0 cfs
Date of Request : 1/12/90 30Q2 : 45 .2 cfs
Quad: F6SW
-------------------- RECOMMENDED EFFLUENT LIMITS -------------------._------
Wasteflow (mgd) : 0 .500
BODS (mg/1) : 30
NH3N (mg/1) : NR
NR
TSSS (mg/1) : 30 RECEIVED
Fecal coliform (#/100ml) : 200 1990
pH (su) : 6-9 FEB r
Residual Chlorine (ug/1) : 66
PERMITS& ENGINEERING
------------------------------ MONITORI G ----------- -----------------------
Upstream (Y/N) : N Location:
Downstream (Y/N) : N Location:
----------------------------- COMMENTS -- -------------------------------
These are existing limits . (,, �X o� av c IGv� aYc�
Recommend effluent monitoring of DO
() k R
------------------------------------------------/---------------------------------
Recommended by: 3eow& Date: tj1jjq0
Reviewed by
Instream Assessment: Date : jAho
Regional S or: Date: D (�
Permits & EnO' neering; � Date: 4(, qo
FEB 20 19N
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