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HomeMy WebLinkAboutNC0024201_wasteload allocation_19810219Office to Com c as Location of D.O.minimum (miles below outfall): Slope: Facility Name: Existing Proposed vi 1 Pr, 1r c4 fi NPDES WASTE LOAD ALLOCATION z 13 i r-1 c. ! t t. 1 Permit No • - Pipe No.: County. Date• — 17 �Izkg_)( Design Capacity (MGD) : S,(05 Industrial (% of Flow) : Domestic (% of Flow) : KCU Receiving Stream: Kn F• Class: C Sub -Basin: 0 3 _ Q " 69) Reference USGS Quad• (Please attach) Requestor• 1�ii11°,1=-Irl Regional Office W C F (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Temp.: Drainage Area: Avg. Streamflow: 7Q10 : - \ P)OO 0PS (rr?-m) Winter 7Q10: 30Q2: —I Velocity (fps): ), n Ki (base e, per day, 200C): a `A K2 (base e, per day, 20°C): a eto c3 0 H w b- CU 00 Effluent Characteristics Monthly Average Comments 13oD 5 3c ' %I 30"IL ..155_ 6-9 S. fH } i Original Allocation Revised Allocation Prepared By: E n ri 1 Effluent Characteristics Monthlyi Average!!, L Comments Date(s) of Revision(s) (Please attach previous allocation) fReviewed By: Date: 3- 30-i',/ Form #001 WASTE LOAD ALLOCATION APPROVAL FORM #36 Recommended and Facility Name: Roanoke Rapids WWTP County: Halifax Sub -basin: 03-02-08 Regional Office: Raleigh Requestor: Bill Reid Type of Wastewater: Industrial Domestic 100 °o If industrial, specify type(s) of industry: Receiving stream: Roanoke River Class: C Other stream(s) affected: Class: 7Q10 flow at point of discharge: dam controlled - 1800 cfs 30Q2 flow at point of discharge: Natural stream drainage area at discharge point: Recommended Effluent Limitations Monthly Avg. Qw = 8.65 MGD BOD5 = 30 mg/1 TSS = 30 mg/1 pH = 6-9 SU This allocation is: / / / / / / / X/ reviewed by: for a proposed facility for a new (existing) facility a revision of existing limitations a confirmation of existing limitations Head, Techncial Services Branch Reviewed by: Regional Supervisor Permits Manager Approved by: Division Director Date: 3/25 f 11 Date: 30/ Date: .7 /-i