Loading...
HomeMy WebLinkAboutNC0003875_Renewal (Application)_20170320Water Resources ENVIRONMENTAL DUALITY March 30, 2017 Mr. Dennis Valentino, President Elementis Chromium, Inc. 5408.Holly Shelter Road Castle Hayne, NC 28429 Subject: Permit Renewal Application No. NC0003875 Castle Hayne Plant New Hanover County Dear Mr. Valentino: ROY COOPER Governor MICHAEL S. REGAN Secretary S. JAY ZIMMERMAN Director The Water Quality Permitting Section acknowledges receipt of your permit application and supporting documentation received on March 20, 2017. The primary reviewer for this renewal application is Sergei Chernikov. The primary reviewer will review your application, and he will contact you if additional information is required to complete your permit renewal. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made. Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. Please respond in a timely manner to requests for additional information necessary to complete the permit application. If you have any additional questions concerning renewal of the subject permit, please contact Sergei Chernikov at 919-807-6386 or Sergei.Chernikov@ncdenr.gov. Sincerely, 7641" %Cie J"d Wren Thedford Wastewater Branch cc: Central Files NPDES Wilmington Regional Office State of North Carolina I Environmental Quality I Water Resources 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 919-807-6300 Certified Mail — Return Receipt March 15, 2017 NC DENR — DIVISION OF WATER QUALITY WQ Permitting Section - NPDES 1617 Mail Service Center Raleigh, NC 27699-1617 RE: NPDES PERMIT RENEWAL NC0003875 — ELEMENTIS CHROMIUM, INC CASTLE HAYNE PLANT Dear Mr. Weaver: RECEIVENAn GUENWR MAR 2 0 2017 WaterQuality POrMitting Section Enclosed please find the original and two copies of the completed NPDES Permit Application for renewal of this facility's NPDES permit, Permit Number NC0003875. Our current permit expires at midnight on January 31, 2018. Elementis Chromium, Inc (Elementis) hereby respectively requests renewal of NPDES Permit Number NC0003875 for the above referenced facility. Elementis manufactures sodium dichromate, chromic acid, sodium sulfate anhydrous, and salt cake at its Castle Hayne facility and is subject to 40 CFR 415. Please note that there have been no changes at the facility since issuance of the last permit. However, the facility has submitted a permit application modification, which was received by the Division on June 2, 2016. The modification included the addition of an outfall that consists of treated quarry water supernatant with a limit of 576,000 gallons per day. Additionally, Elementis submitted a subsequent notification regarding Outfall 002. Elementis intends to connect the sanitary wastewater treatment plant effluent to the headworks of the industrial wastewater treatment plant. In recognition of this change in operation, Elementis requests that Outfall 002 be changed to an internal monitoring point with the same monitoring requirements and limitations currently listed for outfall 002. The average flow from the sanitary treatment plant constitutes less than 1% of the total flow discharged from this facility. Connection of 002 effluent to the industrial wastewater treatment plant can be accommodated without an increase in the permitted flow for Outfall 001. Thank you for your efforts with this renewal. If you have any questions or concerns, please do not hesitate to contact me at (910) 675-7229. Sincerely 441*0< AalvinOverca/sh Regulatory Manager Enclosures Elementis Chromium LP 5408 Holly Shelter Road Castle Hayne, NC 28429 Telephone: (910) 675-7200 Facsimile: (910) 675-7201 NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial Minor industrial, manufacturing and commercial facilities. Mail the complete application to: N. C. Department of Environment and Natural Resources Division of Water Quality / NPDES Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 NPDES Permit Number INCO003875 1. Contact Information: Owner Name Facility Name Mailing Address City State / Zip Code Telephone Number Fax Number e-mail Address Please print or type. Elementis Chromium Inc Elementis Chromium Castle Hayne Plant 5408 Holly Shelter Rd Castle Hayne NC / 28429 910-675-7229 910-675-7201 calvin.overcash@elementis.com 2. Location of facility producing discharge: Check here if same as above Street Address or State Road City State / Zip Code County 3. Operator Information:. Name of the firm, consultant or other entity that operates the facility. (Note that this is not referring to the Operator in Responsible Charge or ORC) Name Elementis Chromium Mailing Address 5408 Holly Shelter Rd City Castle Hayne State / Zip Code NC / 29429 Telephone Number 910-675-7229 Fax Number 910-675-7201 4. Ownership Status: Federal ❑ State ❑ Private ® Public ❑ Page 1 of 7 C -MI 10/08 NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial Minor industrial, manufacturing and commercial facilities. 5. Standard Industrial Classification (SIC) code(s): 2819 6. Number of employees: 112 7. Describe the treatment system List all installed waste treatment components with capacities, describe the processes that generate wastewaters. If the space provided is not sufficient attach a separate sheet of paper with the system description. See attachments titled narrative description of wastewater treatment plant and narrative description of domestic wastewater treatment plant. S. Is facility covered under federal effluent limitation guidelines? No ❑ Yes If yes, specify the category? Sodium Dichromate and Sodium Sulfate Production Subcategory of Inorganic Chemicals. Manufacturing (40 CFR Part 415 Subpart O) 9. Principal product(s) produced: Sodium Dichromate, Chromic Acid, Sodium Sulfate Anvdrous Principal raw material(s) consumed: Chromium Ore, Soda Ash, Lime and Sulfuric Acid Briefly describe the manufacturing process(es): Elementis produces sodium dichromate, chromic acid, and sodium sulfate from chromite ore, soda ash, lime and sulfuric acid. Chromite ore is first sent through a dryer and then pulverized to a powder in one (1) of four (4) on-site ball mills. The pulverized ore is combined with lime, sodium carbonate (soda ash), and recycle residue prior to being fed to one (1) of three (3) on-site kilns. The ore mixture is heated to approximately 2000 degrees Fahrenheit in the kiln. This treatment oxidizes the chromite ore, converting the majority of the chromium in the ore from trivalent to hexavalent chromium. The roasted mixture of pulverized ore, lime, recycled residue, and soda ash is quenched and leached with water in tanks, producing a sodium chromate solution and solid ore residues. After leaching, the mixture is sent through hydroclones to separate the sodium chromate solution from unconverted ore residue. The unconverted ore (recycle residue and post leach ore residue) is sent to the recycle residue process to be returned to the process to make up 50% of the initial kiln feed mixture. After the hydroclones, the leached sodium chromate mixture is neutralized with sulfuric acid or chrome contaminated acid generated from the chromic acid process from a 12 to 13 pH to a pH of 8.5. After neutralization, the mixture is sent through a primary and secondary rotary reject filter to separate the sodium chromate solution from the waste solid residue (reject residue or spent post neutralization ore residue). This reject residue is sent directly to the #3 Repulp Tank which operates as a holding tank prior to being sent to the wastewater treatment system. The sodium chromate is then sent through a calcium precipitator, a filter, and an acidifier where sulfuric acid and soda ash are added to reduce the pH to 5 and precipitate the remaining ore residues to convert the sodium chromate solution to sodium dichromate. The sodium dichromate is evaporated after leaving the acidifier and sent through a final filtering process. The liquid sodium dichromate is either crystallized to form a sodium dichromate solid crystal product Page 2 of 7 C -MI 10/08 NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial Minor industrial, manufacturing and commercial facilities. or remains as liquid sodium dichromate and is piped to the chromic acid process to make chromic acid. Chromic Acid The sodium dichromate liquid, with an 85% concentration, is reacted with sulfuric acid to produce chromic acid. After reacting, the chromic acid solution is filtered, melted, and rolled to produce the chromic acid in solid flake form. The air pollution control system in the chromic acid process is associated with the filtering, melting, conveyancing, and packaging processes. The melting and filtering processing is connected to the Main Scrubber and the conveyancing and packaging process is connected to the Packaging Scrubber. Both the Main Scrubber and the Packaging Scrubber is connected to the Brownian Demister before being vented to the atmosphere. The wastewater that exits the Packaging Scrubber is reused in the Neutralization square tank in the production of sodium dichromate. The wastewater from the Main Scrubber is sent to the #3 Repulp tank prior to being sent to the wastewater treatment system. There is a wastewater that is generated in the Brownian Demister Unit that is sent to the #3 Repulp tank prior to being sent to the wastewater treatment system. Sodium Sulfa After the acidifier in the production of sodium dichromate, the product stream is evaporated and centrifuged to separate sodium sulfate (saltcake) from the sodium dichromate solution. The sodium sulfate saltcake is sent to a salt cake purification unit for purification and then sold as purified sodium sulfate anhydrous. The wastewater residue from the saltcake purification unit is reinserted to the manufacturing process at the leach and filter unit. Page 3 of 7 C -MI 10/08 NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial Minor industrial, manufacturing and commercial facilities. 10. Amount of principal product produced or raw material consumed (List specific amounts consumed and/or units of production over the last three nears) 11. Frequency of discharge: Continuous If intermittent: Days per week discharge occurs: Intermittent ❑ Duration: 12. Types of wastewater discharged to surface waters only Discharge Sodium Dichromate Production AVERAGE Sodium Dichromate Production PEAK per Day 244 tons/day 375 tons/day per Month 7404 tons/month 8800 tons/month per Year 88,885 tons/year 92,150 tons/year 11. Frequency of discharge: Continuous If intermittent: Days per week discharge occurs: Intermittent ❑ Duration: 12. Types of wastewater discharged to surface waters only Discharge Flow GALLONS PER DAY Sanitary - monthly average 5,300 (average flow 2012 - 2016) Utility water, etc. - monthly average Process water - monthly average 625,975 (average flow 2012 - 2016) Stormwater - monthly average Other - monthly average Explain: Monthly Average total discharge (all types) 631,275 (average flow 2012 - 2016) 13. Number of separate discharge points: 2 Outfall Identification number(s) 001 and 002 NOTE: A permit modification was submitted to add a third discharge point (Outfall 003) and send the effluent from the sanitary plant (outfall 002) to the headworks of the industrial waste treatment facility, which would eliminate outfall 002. 14. Name of receiving stream(s) (Provide a map showing the exact location of each outfall, including latitude and longitude): Northeast Cape Fear River (lat - 34 deg 22 min 34 sec, long - 77 deg 51 min, 55 sec Page 4 of 7 C -MI 10108 NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial Minor industrial, manufacturing and commercial facilities. 15. Effluent Data [for new or proposed discharges] Provide data for the parameters listed. Temperature and pH shall be grab samples, for all other parameters 24-hour composite sampling shall be used. If more than one analysis is reported, report daily maximum and monthly average. If only one analysis is reported, report as daily maximum. NOTE: Permittees requesting renewal should complete the table ONLY for the parameters currently monitored. Summarize the past 3 years of effluent data. 001 Outfall Mau 2014 throuah Mau 2016 Parameter Daily Maximum Monthly Average Units of Measurement Biochemical Oxygen Demand (BOD5) 11 2.06 mg/l Chemical Oxygen Demand (COD) N/A N/A N/A Total Organic Carbon N/A N/A N/A Total Suspended Solids 61.8 35.9 lbs/day Ammonia as N 7.8 4.14 mg/l Temperature (Summer) 37 32 °C Temperature (Winter) 31 21.5 °C pH 7.5 6.9 Std units Fecal Coliform (If sanitary waste is present) N/A N/A N/A Total Residual Chlorine (if chlorine is used) N/A N/A N/A 16. List all permits, construction approvals and/or applications (check all that apply and provide permit numbers or check none if not applicable): Type Permit Number Type Permit Number Hazardous Waste (RCRA) UIC (SDWA) NPDES PSD (CAA) NCD057454670 NESHAPS (CAA) N/A NC0003875 3712900055 Non -attainment program (CAA) N/A N/A Ocean Dumping (MPRSA) N/A Dredge or fill (Section 404 or CWA) N/A Other - Title V Air Permit 02937T36 Other - NPDES Stormwater Permit NCS000003 Page 5 of 7 C -MI 10/08 NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial Minor industrial, manufacturing and commercial facilities. 17. List any chemicals that may be discharged (Please list and explain source and potential amounts.) Chromium - typical less than detection, max 0.265 lb/day - source chromium manufact. Nickel - typical less than detection, max 0.37 lb/day Cadmium - no detection in last 3 years - source chromite ore Copper - average 21.2 ug/l, max 31 ug/1- source chromite ore Mercury - average 10.8 ng/1, max 30 ng/1- source chromite ore, river water, sulfuric acid Lead - no detection last 3 years - source chromite ore Silver - no detection last 3 years - source chromite ore Zinc - average 17.5 ug/1, max 20 ug/1- source chromite ore Phosphorus - average 0.175 mg/l, max 0.21 mg/l Page 6 of 7 C -MI 10/08 NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial Minor industrial, manufacturing and commercial facilities. 18. Is this facility located on Indian country? (check one) Yes ❑ No 19. Applicant Certification I certify that I am familiar with the information contained in the application and that to the best of my knowledge and belief such information is true, complete, and accurate. Calvin Overcash Regulatory Manager Printed name of Person Signing Title Signature of Applicant Date North Carolina General Statute 143-215.6 (b)(2) provides that: Any person who knowingly makes any false statement representation, or certification in any application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both, for a similar offense.) Page 7 of 7 C -MI 10/08 Elements 3 -yr Produciton 2014 201,r 2016 Month Tons Dichromate Daily Avg (tons) Annual Average (Tons) Jan 5982 193 Feb 6687 239 Mar 8379 270 Apr 8652 288 May 8794 284 June 8433 281 July 7943 256 Aug 8607 278 Sept 8564 285 Oct 8595 277 Nov 5412 180 Dec 6100 197 92150 Jan 6546 211 Feb 6767 242 Mar 8504 274 Apr 8410 280 May 7875 254 June 7783 259 July 8302 268 Aug 6820 220 Sept 7601 253 Oct 7342 237 Nov 6724 224 Dec 6188 200 88862 Jan 6307 203 Feb 7153 255 Mar 8612 278 Apr 5285 176 May 6857 221 June 7323 244 July 6258 202 Aug 7643 247 Sept 7895 263 Oct 5837 188 Nov 7826 261 Dec Monthly Average Monthly Max Daily Average Annual Average 8647 7407 8794 279 85644 244 88885 ELEMENTIS CHROMIUM SLUDGE MANAGEMENT PLAN Date: March 15, 2017 Prepared by Sean Coury— Elementis Chromium Industrial Plant ORC The sludge generated in Elementis Chromium's industrial wastewater treatment process is sent as slurry to the "quarry" under Occidental Chemical Corporation's Surface Disposal of Residual Solids Permit No. WQ0001492. Elementis Chromium holds a license agreement with Occidental Chemical Corporation to dispose of the solids discharged to the "Quarry". Specific regulatory requirements are stipulated in the permit. They include maintaining two feet of freeboard, monitoring the waste using the TCLP test, and maintaining inspection logs, etc. This activity is 503 exempt. The sludge generated from the domestic wastewater treatment process is removed for land application at a permitted site (WQ0000455) by Lewis Farms. Vector control is accomplished by having Lewis Farms add lime to the truck load of sludge and follow the DENR procedure to maintain a high pH prior to Land Application. Annual samples of the sludge are collected and analyzed as required by Lewis Farms' Permit. Typically 4,000 to 8,000 gallons of sludge are removed annually. NARRATIVE DESCRIPTION OF INDUSTRIAL WASTEWATER TREATMENT Wastewater slurry from the #2 repulp tank in the neutralization production area and waste water from the recycle production area enters the wastewater treatment process via the 80,000 gallon wastewater collection tank. Pickle liquor (ferrous chloride reducing agent) and/or sulfur dioxide are added to begin the reduction of hexavalent chromium to trivalent chromium. Wastewater slurry is pumped from the waste collection tank to one of three 24,000 gallon reactors. Pickle liquor is added to the reactor to complete the reduction of hexavalent chromium to trivalent chromium. When the reduction is complete, lime slurry is added to the reactor to raise the pH so that chromium, iron, and other metals will precipitate from the treated wastewater solution. Contaminated water wastes from groundwater recovery wells, containment areas, production area sumps, etc. enter the wastewater treatment process via the 10,000 gallon sump surge tank. The sump surge tank is pumped to the 12,000 gallon water batch reactor. Pickle liquor is added to the reactor to reduce the hexavalent chromium to trivalent chromium. When the reduction is complete, lime slurry is added to raise the pH, to precipitate metals. All four reactors are pumped to the 103,000 gallon treatment surge tank. This tank allows a continuous feed of the treated wastewater batches into the chloride removal (countercurrent washing) circuit. The treatment surge tank is pumped to the 4,700 gallon feed reslurry tank. This feed reslurry tank is the starting point for two parallel washing circuits. One circuit washes soluble solids from light solids. The other circuit washes soluble solids from heavy solids. The light circuit has three 95,000 gallon clarifiers, and two 3,200 gallon light reslurry tanks. The heavies circuit has three hydroclones, and two 1,100 gallon light reslurry tanks. Both washing circuits wash soluble solids away from the insoluble solids. The liquid proceeds from three to two to one and eventually becomes the effluent to the river, while the washed residual solids go from one to two to three and eventually to a surface impoundment. The underflow (residual solids) from the third stage of each washing circuit enters the 3,950 gallon sludge hold tank. Crushed limestone is added to the treated waste slurry in the sludge hold tank to decrease the solubility and mobility of metals in the residual solids. The treated slurry is then pumped to the 10,000 gallon sludge retention tank where either river water, or quarry return water is added for transport to the surface impoundment. The residual solids are pumped via conveyance piping to the surface impoundment. Please see the attached, signed Sludge Management Plan for details. The liquid overflow from the first stage clarifier goes to the 10,000 gallon overflow tank. The overflow tank feeds one of the three, eleven foot diameter, 800 GPM capacity sand filters. The polished water from the sand filters is the 001 effluent to the river. The maximum permitted monthly average flow of this stream is 0.785 MGD. NARRATIVE DESCRIPTION OF DOMESTIC WASTEWATER TREATMENT Domestic wastewater from showers, sinks, and restrooms enters the wastewater treatment process via the 5,000 gallon equalization tank. The equalization tank is continuously aerated. The flow from the equalization tank is split and pumped to two parallel extended aeration package plants; each plant has a 10,000 gpd treatment capacity. Plant one has two 5,000 gallon aeration compartments, while plant two has one 10,000 gallon aeration compartment, but the operation is essentially the same. The treatment units share five blowers. One is used for the equalization tank. Two are used for the aeration compartments and air lifts, and two are spares. The flow precedes from the aeration compartments to the clarifiers. The overflow from the clarifiers feed tablet chlorinators.' Each plant has a chlorine contact tank sized to provide a minimum of thirty minutes contact time at 10,000 gallons per day. The water from each of the plants' chlorine contact chambers is the 002 effluent to the river. After the chlorine contact chamber, dechlorination is achieved by metering liquid sodium metabisulfite into the effluent stream. The maximum permitted monthly average flow of this stream is 0.020 MGD. The facility is in the process of converting from chlorine disinfection to ultraviolet disinfection. The equipment is in the process of being installed and tested and should be in operation by the end of August 2012. Wasted sludge is sent to a digester for further aeration. Plant one has a 1,500 gallon digester and Plant two has a 3,000 gallon digester. Lime is added to digested sludge for vector control and is land -farmed by Lewis Farms. Please see the attached, signed Sludge Management Plan for details. A 3.0 liter diesel backup generator auto starts during power interruptions, supplying electricity to operate the treatment plants, pumps, lights, etc. Jw Or0pi0Y r ta7tt St"Wo"roe 190 Vn' KLI. r71t1h 29 Oti tYEA. wfQ atom a wtTaai tt017+1 . YAW �� 1 L+L7 CAtE ffJR>mqSEW T COM W. 1 LItM 10.2 07'N 70. _ Pa. Y VN O Al YER YA71R Oil ) WK _ RIO4£ LfOtgT I iN10adA RdtItWlr iMlOtlmt KA.tiiti sLuv Ic w iNlt70fA R7r�IT rai 1p 'm TAW IRMUS S%WPS r ®M PEACT RESIMC ST111R1 olaxtoE.Rn LL"ml" 4 -TAI - r$r,(a7L7}E ut,7�wCNpp i�rCTt it p QII YAfTE CDU=tt71 77 GYN IEACTti+4 171. 0-4 TREATMENT TIKE 75 U" - tib malm IOa ON a .air 1^44 ax.,nw IiaL TOOK TMK , AI "w IYLI , i tm to CLOAK, LiT M7wW10i1E ACItl IECTCLE AEStoE a C, Upt sum )•i, tn7 . iRj T u. t,T�7 70, 1 KAVT ML 2 KA >4 VN .1 tAll QED AM Ml. ACTStt8AY CTS91E PEPLUM t:TID 1f LtNES7CK O WILM V-Vda t. utic 1LN TwATKN OLORICIE t0 *V GENERAL. SCHEMATIC �DE51(G{ AaF7S'S 0.�iATfS. 11G o. wrww spec 1 Nis s.w loip»7cN•Ivet7 1Le� il� i1�8 V 1L 11� �eni®�QQO� OF 2 CPA MCLMtC SEWICES. lfc. A. Llib a .:..,a WASTEWATER TREATMENT ala No. ORA11N l7Y I OATL IflEY, 7t0, StFLi URAYINC NO. 711=C06 @r5Y.07 AM