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NC0000094_Waste Load Allocation_19840123
Awe "AWOW L s v Facility Name: Existing Q Proposed a Aft. 61491 4 jr lot G NPDES WASTE LOAD ALLOCATION -711 Engineer Date Rec. # �0 1-ta Date: Permit No. 9� Pipe No.: DO / . County: �J�-«✓ Design Capacity (MGD): Z Industrial (% of Flow): l00 Domestic (% of Flow): Receiving Stream: 14L-lieze "Class: 4Z _ Sub -Basin: ��j Reference USGS Quad: F g N E (Please attach) Requestor: wy AZ J Regional Office ' hyo (Guideline limitations, if applicable, are to be listed on - the back of this form.) Design Temp.: 2Z° C Drainage Area: `ego wti 2 Avg. Streamflow:.'!a 7Q10: - 32 8 c-�s Winter 7Q10: 30Q2: s?* Location of D.O.minimum (miles below outfall): 0 Slope: 2 Velocity (fps) : Kl (base e, per day, 20oC) : ©' S K2 (base e, per day, 200C): /-9Z Effluent Characteristics Average Comments 27q(.25''/ Z. 1> I- D.�W IL IF " -tt• W l c�n�'o NwIN �K S. >�• g 1 Effluent Characteristics Average Comments =F D.�W IL IF " -tt• W Original Allocation D 'Revised Allocation Date(s)- of Revision(s) (Please attacprevious allocation) Confirmation t„e�,� COD& R -T -��'.+--Date: Prepared By: `�:�61cc�C �. �o�C��l Reviewed By: `�. CQ � b4 e L_ For Appropriate Dischargers, list Complete Guideline limitations Below Effluent Characteristics Average Maximum Daily Avz=3w Comments Produced Ito Z03 1.c1 dW)IJ 4 29-41 —1 -4R? - 1 -4R? -48r 413,0 3 4¢9` �r. 30- e 0 JO. 8'F G - Type of Product Produced Lbs/Day Produced Effluent Guideline Reference 1.c1 dW)IJ 4 Gj �/iJsh�✓� 1A4W Form #201 WASTE LOAD ALLOCATION APPROVAL FORM Facility Name: Cranston Print Works County: Henderson Sub-baairii 04-03-02 Regional Office: Requestor: David Adkins Type of Wastewater: Industrial 100 2 Domestic 2 If industrial, specify type(s) of industry: Woven fabric . fini hires #809 Receiving stream: French Broad Bi ver ! Class:.` (p rT A -'rte 1 _ Other stream(s) affected: Class:' 7Q10 flow at point of discharge: 328 cfs 30Q2 flow at point of discharge: 1;97 c-fs Natural stream drainage area at discharge point: srn m; - Recommended Effluent Limitations BOD5 (lbs/d) TSS (lbs/d) COD (lb/d) Sulfide (lbs/d) T. Chromium (lbs/d) phenols (lb's/d) phenols (mg/1) pH (SU) Wastef low (mgd ) Daily Avg. Daily Max 1016.4 2032.8 BPT 2741.2 5482.4 BPT 17248 34496 BPT 30.8 61.6 BPT 15.4 30.8 BPT 15.4 30.8 BPT (If "C" Class) 0.85 - W4 6-9 EC RE I V E D in 23 VM WATER QUALITY SECTION OQF.'JATiC11!S PRANCH (If "A -II" Class) (monthly average) This allocation is: / / for a proposed facility for a new (existing) facility F/ a revision of existing limitations % X/ a confirmation of existing limitations (new COD BPT) Recommended and rev ew by:�� Date: I 1gq Head, Techncial Services Branch Date: / G Reviewed by:" Q� 00 RegionillJSupervisor Date: Permits Manager Date: l3 gni Approved by: Division Director Date:!_____