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HomeMy WebLinkAboutNC0039578_WASTELOAD ALLOCATION_19820616NPDES DOCYNENT SCANNING COVER SHEET NPDES Permit: NC0039578 TWSA IATWTP #1 Document Type: Permit Issuance i. Wasteload Allocation} r cDG[aT�iu:�. � .h.rJL�%Yti.Tuw�y'.3� Authorization to Construct (AtC) Permit ]Modification Complete File - Historical Speculative Limits Instrearn Assessment (67b) Environmental Assessment (EA) Permit History Document Date: June 16, 1982 Thin document is printed on reuse paper - ignore any coaxtent on t1k4e reverse side A NPDES WASTE LOAD ALLOCATION Facility Name: Q cksoi1 CpcAYy j IA)Date: Existing permit No.: AK�nD3ItSPipe No.: dU 1 County: 61CSGu- Proposed Q Design Capacity (MGD): 5 Industrial (% of Flow): Domestic (% of Flow): �DC% �U�� Class: �- �� Sub -Basin: _LTO D Receiving Stream: �UGkQSPi4P8 `� TT�� G Reference USGS Quad: (Please attach) Requestor: �Cn iP, �Qi� X Regional Office P+ (Guideline limitations, if applicable, are to be listed on the back of this form.) Z� G- Drainage Area: 2 �A Yu i Z Avg. Streamflow: C 3 Design Temp.: g _q 7Q10: a Cr�) Winter 7Q10: 30Q2: / Location of D.O.minimum (miles below outfall): Slope: - Velocity (fps): © K1 (base e, per day, 200C): Of 3 9' K2 (base e, per day, 200C): !-3= Effluent I Monthly) I Characteristics. .Average+ Comments Original Allocation Revised Allocation V.' P epared By: iEffluent I Monthly) Characteristics Average I Comments Date(s) of Revision(s) (Please attach previous allocation) Reviewed By:� Date: `&7 °DZ 61 J 44Q���l-_/ T Z / �-es o-L/ L/ - T��� y, 54-& of 5- alQ y �,u ; x . L Form #001 WASTE LOAD ALLOCATION APPROVAL FORM #395 Facility Name: Jackson County WWTP County: Jackson County Sub -basin: a - -02 Regional Office: ARO Requestor: R. Baird Type of Wastewater: Industrial i Domestic 100 If industrial, specify type(s) of industry: Receiving stream: Tuckasegee River Class: C-Trout Other stream(s) affected: Class: 7Q10 flow at point of discharge: 120 cfs 30Q2 flow at point of discharge: - Natural stream drainage area at discharge point: 288 mil Recommended Effluent Limitations Qw = 1.5 MGD BODS = 30 mg/1 TSS = 30 mg/l Fecal Coli limits were omitted since there should be sufficient dilution within the mix zone to protect water quality. pH was also omitted due to large dilution. This allocation is: /_/ for a proposed facility for a new (existing) facility / a revision of existing limitations n o PH I a confirmation of existing limitations Recommended and reviewed by: f/. /p 0 .tom , <- /'. v,. 7 _ Date: A Z Head, Techncial Services Branc �n :jo �.�+� Date: / �Z Reviewed by: �-7t7/ 011 Regional[ SupSeiv' Permits Manager Approved by: Division Direct Date: V Date: Date: Z//1�41�-2—