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HomeMy WebLinkAboutNC0021661_Wasteload Allocation_19810623CD CU C �rna� NPDES WASTE LOAD ALLOCATION Facility Name: L 0 - Date: Existing Permit No.:Kc l` baI L L t Pipe No.: County: , C LI� Proposed Q Design Capacity (MGD): Industrial (% of Flow): Domestic (% of Flow): Receiving Stream: 14, cr_Class : �.� Sub -Basin: Skee �L J Retere .tee USGS Quad: T. �U KI L (Please attach) Requestor : _����ix 1�f G�4 Regional Office _ kt t� -i (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Temp.: .2��r' _ Drainage Area: t 2 Avg. Streamflow: 7Q10: 1 - -Winter 7Q10: 30Q2: Location of D.O.minimum (miles below outfall): Slope: Velocity (fps) 3Kl (base e, per day, 200C) : Qj 37 K2 (base e, per day, 20oC) 0 a W Effluent Characteristics Monthly Average Comments jEffluent Monthly Characteristics Average Comments i Original Allocation K eUrl�llrm"Ji01_1 Revised Allocation Q Date(s) of Revision(s) (Please attach previous allocation) Prepared By: Reviewed By: t Date: tAA 'r Form #001 #71 WASTE LOAD ALLOCATION APPROVAL FORM Facility Name: Libby Owen Ford Glass Co. County: Scotland Sub -basin: 03-07-55 Regional Office: Fayetteville Requestot: Kitt Type of Wastewater: Industrial Domestic 100 If industrial, specify type(s) of industry: Kramer Receiving stream: Shoe Heel Creek Class: C Other stream(s) affected: Class: 7Q10 flow at point of discharge: 17.82 cfs _ — 30Q2 flow at point of discharge: Natural stream drainage area at discharge point: •2 Recommended Effluent Limitations Monthly Average Qw = 0.03 MGD BODS = 30 mg/1 pH = 6-9 S.U. TSS = 30 mg/1 EM. 0rMMNS- This allocation is: / / for a proposed facility / / for a new (existing) facility a revision orf existing limitations /X/ a confirmation of existing limitations Recommended and reviewed by: Date: -9 Head, Techncial Services Branc Date: Reviewed by: 04a 7 Regional Supervisor Date: 4< ® Permits Manager Date: - /6 Approved by: Division Director - Date: L ��