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HomeMy WebLinkAboutNC0004952_Wasteload Allocation_19900730/WOES DOCIMENT SCANNINC COVER SHEET NPDES Permit: NC0004952 Celanese Shelby Facility Document Type: Permit Issuance • , Wasteload Allocation') Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Correspondence Owner Name Change Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: July 30, 1990 Thies cloctiutxterat ion prim-ted cork retiose paperr — igrkw-e xicy content cm. the 'e're taidle _ it ri -4; PERMIT NO,: NC0004,45z FACILITY NAME: I-bech5f - Ce,10.1)Por Facility Status: Permit Status: Major "Wenehv Pipe No.: Op Minor Design Capacity: 0,&5 NPDES WASTE LOAD ALLOCATION Domestic (% of Flow): /9 Yo Industrial (% of Flow): g Tt. Comments: 7k5 G4h9f=844Z/ Ar717 rePre0C/76 Chany) /Yr/it. ib 4V/9 5kge 6/411 z RECEIVING STREAM: air -alb (Yee, Class: C Sub -Basin: - Oapg-O Reference USGS Quad: 6/2AX County: Ciev'efaid Regional Office: ARO Requested by: R eartra Prepared by: Reviewed by: 1,)0 b3( 6- L._ (please attach) Date: Date: 17 Date: / Drainage Area (mi2 ) Modeler Date Rec. cj k54 9/11/51 ortat3v4Le-T Avg. Streamflow (cfs): 7Q10 (cfs) 20 Winter 7Q10 (cfs) 4,i(p 30Q2 (cfs) sita tonal 2/Li Toxicity Limits: rwc Acute/Chronic Instream Monitoring: Parameters Upstream Location Downstream Location Effluent Characteristics /-10 . 4 Vc5 _ Dy . Ho 3o,4_-z (Jbid) R5S 212. 2 Ta5 (OH) 16 2 . 0 315. 0 Gee at/ached fry acIdihnai I c_Ojr=glide,l0-2 hinii5. cSee crboaf 1.xy9 -5,s‘%)3 A( Oil)er hinds A)hiCh iDte ild cireed (Thi3 Awl eloki cOnkti as el/ cc,6eLs ) Comments: IMO di/ 5 5 -- • Not ee ciRus,0 Request No.:5403 Update WASTELOAD ALLOCATION APPROVAL FORM Facility Name: Hoechst Celanese NPDES No.: NC0004952 Type of Waste: 81% Industrial (Polyester Fibers) Status: Existing Receiving Stream: Buffalo Creek Classification: C (Becomes WS-III 0.5 mi. below discharge) Subbasin: 030805 Drainage area: 154 County: Cleveland Regional Office: ARO Requestor: Barona Date of Request: 9/11/89 Quad: G12NE Summer 7Q10: Winter 7Q10: Average flow: 30Q2: RECOMMENDED EFFLUENT LIM4S Recommended Mo Avg Dly Max Wasteflow (mgd): 0.55 BOD5 (lb/d): 85.8 212.2 TSS (lb/d): 152.8 395.0 See attached for additional OCPSF limits. MONITORING Upstream (Y/N): N Downstream (Y/N): N Location: Location: COMMENTS 20.00 46.00 216 65.00 This approval form represent changes made to WLA 5403 finalized 6/6/90. Limits not included are same as in last WLA. See aliockled awn° kw Wionahond CkrArTis. Recommended by: Reviewed by Tech Support Supervisor: Regional Supervisor: Permits & Engineering: C. ,c,c,_k 6•••"" RETURN TO TECHNICAL SUPPORT BY: AUG 04 1990 Date: 7101c0 Date: 1 & Date: 143 00)kA Date: 27200.) RECEIVED Water Quality Secticni JUL. 1 0 1990 Asheville Regional, Office Asheville, North Carolina Additional Limits for Hoechst Celanese Corp., NPDES No. NC0004952 Buffalo Creek - 030805 - Cleveland County Parameter Acenapthene ( lb/d) : Acrylonitrile ( lb/d) : Benzene ( lb/d) : Carbon Tetrochloride (lb/d): Chlorobenzene (lb/d): 1,2,4- Trichlorobenzene (lb/d): Hexachlorobenzene (lb/d): 1,2-Dichloroethane ( lb/d) : 1,1,1-Trichloroethane (lb/d): Hexachloroethane (lb/d): 1,1-Dichloroethane (lb/d): 1,1,2-Trichloroethane (lb/d): Chloroethane (lb/d): Chloroform (lb/d): 2-Chlorophenol (lb/d): 1,2-Dichlorobenzene (lb/d): 1,3-Dichlorobenzene (lb/d): 1,4-Dichlorobenzene (lb/d): 1,1-Dichloroethylene (lb/d): 1,2-Trans- Dichloroethylene (lb/d): 2,4-Dichlorophenol (lb/d): 1,2-Dichloropropane (lb/d): 1,3-Dichloropropylene (lb/d): 2,4-Dimethylphenol (lb/d): 2,4-Dinitrotoluene (lb/d): 2,6-Dinitrotoluene (lb/d): Ethylbenzene (lb/d): Fluoranthene (lb/d): Bis(2-Chloroisopropyl Ether (lb/d): Methylene Chloride (lb/d): Methyl Chloride (lb/d): Hexachlorobutadiene (lb/d): Napthalene ( lb/d) : Nitrobenzene (1b/d): 2-Nitrophenol (lb/d): 4-Nitrophenol (lb/d): 2,4-Dinitrophenol (lb/d): Daily Max Mo. Avg. EL/WQ 0.003 (WQ) = 0.718 ug/1 0.069- =15.1 ug/1 0.132 (WQ) =28.8 ug/1 0.092 0.068 0.003 (WQ) =0.718 ug/1 0.069 =15.1 ug/1 0.089 (BAT, 0.339 0.001 = 0.185 ug/1 = 0.447 (WQ) = 97.5 ug/1 0.131 0.131 0.143 0.131 0.648 0.111 0.011 = 2.42 ug/1 = 0.394 0.106 0.068 0.060 0.131 0.010 = 2.25 ug/1 = 0.556 0.106 0.087 0.129 (WQ) =28.2 ug/1 1.550 0.261 0.164 1.831 0.215 0.460 0.119 0.003 (WQ) = 0.718 ug/1 0.164 0.167 0.300 0.297 0.044 0.036 0.164 0.001 0.185 0.122 WQ NSPS) BAT, NSPS BAT, NSPS BAT, NSPS WQ ug/1 (BAT, NSPS) 0.051 0.051 0.053 0.051 0.252 0.051 0.011 2.42 ug/1 0.186 0.075 0.036 0.039 0.051 0.010 2.25 ug/1 0.370 0.070 0.044 0.129 (WQ) =28.2 ug/1 0.617 0.077 0.060 0.728 0.097 0.208 0.048 0.003 (WQ) = 0.718 ug/1 0.065 0.099 0.174 0.172 BAT, NSPS BAT, NSPS BAT, NSPS BAT, NSPS BAT, NSPS BAT, NSPS WQ BAT, NSPS BAT, NSPS BAT, NSPS BAT, NSPS BAT, NSPS WQ BAT, NSPS BAT, NSPS BAT, NSPS BAT, NSPS BAT, NSPS BAT, NSPS BAT, NSPS BAT, NSPS BAT, NSPS BAT, NSPS BAT, NSPS BAT, NSPS BAT, NSPS BAT, NSPS Parameter 4,6-Dinitro-o-cresol (lb/d): Phenol (lb/d): Bis(2-ethylhexyl) phthalate (lb/d): Di-n-butyl phthalate (lb/d): Diethyl phthalate (lb/d): Dimethyl phthalate (lb/d): Benzo(a)anthracene (lb/d): Benzo(a)pyrene (lb/d): 3,4-Benzofluoranthene (lb/d): Benzo(k)fluoranthene (lb/d): Chrysene (lb/d): Acenaphthylene (lb/d) : Anthracene (lb/d) : Fluorene (lb/d) : Phenanthrene (lb/d) : Pyrene (lb/d) : Tetrachloroethylene (lb/d) : Toluene (lb/d): Trichloroethylene (lb/d): Vinyl Chloride (lb/d): Total Chromium (lb/d): Daily Max Mo. Avg. EL/WO 0.670 0.063 0.675 0.138 0.491 0.114 0.003 (WQ) = 0.718 ug/1 0.003 (WQ) = 0.718 ug/1 0.003 (WQ) = 0.718 ug/1 0.003 (WQ) = 0.718 ug/1 0.003 (WQ) = 0.718 ug/1 0.003 (WQ) = 0.718 ug/1 0.003 (WQ) = 0.718 ug/1 0.003 (WQ) = 0.718 ug/1 0.003 (WQ) = 0.718 ug/1 0.003 (WQ) = 0.718 ug/1 0.089 (WQ) =19.3 ug/1 0.193 0.131 0.222 (WQ) =48.4 ug/1 = 5.154 (WQ) = 1.123 mg/1 Total Copper (lb/d): 8.175 1.016 BAT,NSPS Action level for copper will be exceeded for both limits. Total Cyanide (lb/d): 0.515 (WQ) 0.515 (WQ) Total Cyanide (ug/1): 112 112 Total Lead (lb/d): .2-1-5-77•1.ULA 2.577*0.1'4 BAT,NSPS Total Nickel (lb/d): 2.779 (WQ) 2.779 (WQ) =606 ug/1 =606 ug/1 Total Zinc (lb/d): 6.313 2.540 BAT,NSPS Action level for zinc will be exceeded for both limits. 0.189 0.036 BAT, NSPS BAT, NSPS BAT, NSPS BAT, NSPS BAT, NSPS BAT, NSPS 0.249 0.065 0.196 0.046 0.003 0.718 0.003 0.718 0.003 0.718 0.003 0.718 0.003 0.718 0.003 0.718 0.003 0.718 0.003 0.718 0.003 0.718 0.003 0.718 0.039 (WQ) ug/1 (WQ) ug/1 (WQ) ug/1 (WQ) ug/1 (WQ) ug/1 (WQ) ug/1 (WQ) ug/1 (WQ) ug/1 (WQ) ug/1 (WQ) ug/1 (BAT, NSPS) 0.063 0.051 0.222 (WQ) 48.4 ug/1 2.685 (BAT,NSPS) BAT,NSPS BAT,NSPS Total phenolic compounds shall not exceed 0.111 lb/day (24.2 ug/1). MEMORANDUM TO: DIVISION OF ENVIRONMENTAL MANAGEMENT July 2, 1990 Hoechst Celanese WLA File NPDES No. NC0004952 Buffalo Creek - 030805 FROM: Ruth Swanek SUBJECT: Revised limits from WLA 5403 (finalized 6/6/90) The limits assigned in the above WLA were changed due to the following reasons: 1. Revised amount of process water - The Permits and Engi- neering Unit (P/E) revised the amount of process wastewater used to calculate the BOD, TSS, and OCPSF limits. P/E received further information from the applicant (attached) which indicated that vapors from the condensor are ejected into the cooling tower. Therefore, the cooling tower is acting as a giant scrubber, and this water was used in the calculation of limits. 2. The OCPSF guideline limits were further revised based on the 6/6/90 .memo from Julia Storm (attached). The average flow was used for human health based limits for noncarcinogens in the previous analysis. The 7Q10 flow should be used for non - carcinogens. The methodology used to determine the limits is similar to that described in the 6/6/90 WLA. C004.10.15, "M0410.1. Stt __ 4 5 titexia•uP WRTEL STEAM C kso R PROCESS COOLING TOWER SYSTEM te 11. casirwanni. RANT (flitAaGni Ftit. permq ATTACHMENT .4. • CaNDINSE Mg I MA. TANK ® 01PC:4(40 Eartear acycoc. sytampir 1. Raw materials are added into a heated vessel where the slurry is agitated under pressure. (Ethylene glycol, butanediol, and dimethyl-terephthalate are the major raw materials used in the manufacture of polyester resins.) 2. The raw material slurry is polymerized into molten polyester "polymer" over a batch cycle time in the Polymerization Vessel. 3. During the -polymerization process excess raw materials and reaction by-products are liberated as vapors and are drawn into a condenser. 4. The condensed raw materials (mostly ethylene glycol or butanediol) is collected in the receiver tank. 5. The condensed materials are blended with virgin raw materials and recycled in the process. 6. Those vapors which do not condense are vented, and steam ejected into the process cooling tower system as a form of air pollution abatement. 7. These vapors are condensed in the cooling water as they are water soluble. 8. The cooling tower water is recirculated back to the actual cooling tower. 9. The recirculated water enters the top .of the tower where the water cascades down the induced air draft system and is cooled. Make-up water is added as necessary, dependant on evaporative losses. 10. The "cooled" water is then pumped back through the vapor collection header and is re -used. 11. A constant blow -down to the NPDES wastewater plant of the cooling tower water is maintained to prevent saturation by the vapors of the by-products/excess raw materials. The blowdown is approximately 75,000 gallons per day. 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Aa_rA)ukt 8? 4912-cit:2,1 Aitts4:5 01.4 ‘64-b 4Aat 0/C 3 39- ci blgt ist Li. 3/ c2c9, 5 64"evetAt"' '71/ 9, A 2i 7 it 30 -t--42.44,# 84,7 ;9, Li< 15 3? 5. 0 7-6740$ P 6.1), htt:GA bAht-tz- 1-412,20.d 01,(f6,,91 .p bob Ael,t41:Afi gt•b .-vtig-e it,) ---TY c p&p /u20,4 7?,5 chi t ,5oo 9pe/ FOR APPROPRIATE DISCHARGERS. LIST COMPLETE GUIDELINE LIMITATIONS BELOW Effluent Characteristics Monthly _44_ Average -"ft/ / Daily aximum 1 Comments see affached ---/-5S /5. N1 3 Fc.—. 0 Ca f cti 14.1-1 (sits 14- . 6' • , . . . . . • _. , , • .. Type of Product Produced Lbs/Day Produced Effluent Guideline Reference Oil eStek- "P be 1-.) polyes-frr res;17 0 c P 5 F uA it'', es , f) ciber. 14 0-1,5 I , ; I) 5-5.5; 000 lb re5(h gig, Lf I . . -g;b-ek- _ OCPSF Subpart I A B C D E F 1 OCPSF Regulations Subpart 1 2 Daily Max Monthly Avg Flow Daily Max Monthly Avg 3 Effluent Characteristics (ug/1) (uq/1) (MGD) (lb/day) (lb/day) 4 5 Acenapthene 5 9 22 0.290 t.,5$ 0.143 00. 0.053 6 Acrylonitrile 242 96 Oct 0.585 \pa 0.232 7 Benzene 136 37 OCt 0.329 (IL, 0.089 8 Carbon Tetrachloride e L. 3 8 1 8 0.092 0.044 9 Chlorobenzene L.. 28 1 5 0.068 0.036 1 0 1,214-Trichlorobenzene CL., 140 6 8 0.339 0.164 1 1 Hexachlorobenzene 28 1 5 t..)L,1 0.068 Oa 0.036 1 2 1,2-Dichloroethane 211 6 8 tora 0.510 C.1.- 0.164 1 3 111,1-Trichloroethane -6k- 5 4 21 0.131 0.051 1 4 Hexachloroethane • 6L 5 4 21 0.131 0.051 1 5 1,1-Dichloroethane - 0,- 5 9 22 0.143 0.053 1 6 1,1,2-Trichloroethane -0.. 54 21 0.131 0.051 1 7 Chloroethane .. el... 268 104 0.648 0.252 1 8 Chloroform - .. 4 6 21 0.111 0.051 1 9 2-Chlorophenol 98 31 140 0.237 t*:10.075 0.186 2 0 1,2-Dichlorobenzene c.,, L 163 7 7 0.394 2 1 1,3-Dichlorobenzene d..t. 4 4 31 0.106 0.075 2 2 1,4-Dichlorobenzene 4i.. 28 15 0.068 0.036 2 3 1,1-Dichloroethylene 6. L 25 1 6 0.060 0.039 2 4 1,2-trans-DichloroethyleneE.,.. 5 4 21 0.131 0.051 2 5 2,4-Dichlorophenol 112 3 9 w: 0.271 0Q 0.094 2 6 1,2-Dichloropropane L. 230 153 0.556 0.370 2 7 1,3-Dichloropropylene et. 4 4 29 0.106 0.070 2 8 2,4-Dimethylphenol cit. 3 6 1 8 0.087 0.044 2 9 2,4-Dinitrotoluene 285 113 ,01-1 0.689 LoC1 0.273 3 0 2,6-Dinitrotoluene .-,(... 641 255 1.550 0.617 3 1 Ethylbenzene di- 108 3 2 0.261 0.077 3 2 Fluoranthene 6L- 6 8 25 0.164 0.060 3 3 Bis(2-Chloroisopropyl)ether 0, 757 301 1.831 0.728 3 4 Methylene Chloride 61.. 8 9 4 0 0.215 0.097 3 5 Methyl Chloride 0.. 190 86 0.460 0.208 3 6 Hexachlorobutadiene ,L- 4 9 2 0 0.119 0.048 3 7 Naphthalene 59 22 00 0.143 torl 0.053 3 8 Nitrobenzene 6-L- 68 2 7 0.164 0.065 3 9 2-Nitrophenol (,..i- 69 41 0.167 0.099 4 0 4-Nitrophenol 6L 124 72 0.300 0.174 4 1 2,4-Dintrophenol c,,. 123 71 0.297 0.172 4 2 4,6-Dintro-o-cresol 6.L. 277 78 0.670 0.189 4 3 Phenol er.L 26 1 5 0.063 0.036 4 4 Bis(2-ethylhexyl)phthalate6- 279 103 0.675 0.249 4 5 Di-n-butyl phthalate 4:-,i... 5 7 2 7 0.138 0.065 4 6 Diethyl phthalate 6L- 203 81 0.491 0.196 4 7 Dimethyl phthalate 6,-L. 4 7 1 9 0.114 0.046 4 8 Benzo(a)anthracene 5 9 22 oca 0.143 Lon 0.053 Page 1 OCPSF Subpart I A B C D E F 4 9 Benzo(a)pyrene 61 23 uyo 0.148 v.ya 0.056 5 0 3,4-Benzofluoranthene 61 23 ou 0.148 tx.)ca 0.056 5 1 Benzo(k)fluoranthene 59 22 kyia 0.143 tiiii 0.053 5 2 Chrysene 59 22 ,00. 0.143 ocl 0.053 5 3 Acenaphthylene 59 22 0.70. 0.143 oia 0.053 5 4 Anthracene 59 22 ipci. 0.143 1.0c1 0.053 5 5 Fluorene St`. 59 22 vx. 0.143 IA, 0.053 5 6 Phenanthrene 59 22 kxra 0.143 ,DO 0.053 5 7 Pyrene 67 25 Loo. 0.162 0,0 0 . 0 6 0 5 8 Tetrachloroethylene 56 22 01 0.135 01605.053 59 Toluene 6u 80 26 0.193 0.063 6 0 Trichloroethylene a t-- 54 21 0.131 0.051 6 1 Vinyl Chloride 268 104 u,Q 0.648 wo. 0.252 6 2 Total Chromium 2770 1110 LP I 6.700 D-. 2.685 6 3 Total Copper CI, 3380 1450 8.175 3.507 6 4 Total Cyanide 1200 420 WO 2.902 00. 1.016 6 5 Total Lead 690 320 1.669 0.774 6 6 Total Nickel 3980 1690 9.626 4.087 6 7 Total Zinc 2610 1050 6.313 2.540 Page 2