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HomeMy WebLinkAboutNC0084620_Wasteload Allocation_19860618NPDES DOCIMENT SCANNING COVER SHEET NPDES Permit: NC0084620 Unimin Crystal Operation 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: June 18, 1986 This document is printed on reuse paper - ignore any content on the relrerse +side State of North Carolina Department of Natural Resources and Community Development Asheville Regional Office James G. Martin, Governor MEMORANDUM TO: S. Thomas Rhodes, Secretary DIVISION OF ENVIRONMENTAL MANAGEMENT WATER QUALITY SECTION Randy Dodd' Megg Kerr Steve Tedder Technical Services June 18, 1986 THROUGH: Roy M. Davis, Regional Supervisor Division Of Environmental Management Forrest R. Westa Water Quality Regtpervisor FROM: Michael R. Parke 77/ Pr Environmental Specialist SUBJECT: Effluent Limitations for Feldspar Mining Industries Mitchell County, North Carolina A review of the proposed effluent limits for each of the Feldspar Mining Industries has been conducted. Based on the new fluoride allocations and the fluoride toxicity report a meeting with the Feldspar Corporation, Indusmin, Inc. and IMC Corporation has been scheduled for June 26, 1986, to explain the new allocations of fluoride, toxicity of fluoride and the alternatives the industries have in order to comply with the new permit limits. It is likely that a time schedule and special order by consent or adjunction will be requested by one or all of the industries. Also, I would like to mention that Unimin Corporation (formally Harris Mining Company) is in the final stages of developing a mineral process using hydrofluoric acid. The Company will be submitting an NPDES Permit application for a fluoride discharge in the near future. Representatives of Unimin, Inc. have been invited to the June 26, 1986 meeting. Interchange Building, 59 Woodfin Place, P.O. Box 370, Asheville, N.C. 28802-0370 • Telephone 704-253-3341 An Equal Opportunity Affirmative Action Employer Randy Dodd Megg Kerr Steve Tedder Memorandum June 18, 1986 Page Two If you have any questions, please give me a call. MRP:ls DIVISION OF ENVIRONMENTAL MANAGEMENT May 12, 1986 MEMORANDUM TO: Arthur Mouberry Forrest Westall FROM: Randy Dodd Q41� THRU: Meg Kerr 111K SUBJECT: Effluent Limitations for Feldspar Mines, North Toe River Please find attached proposed effluent limits for three Feldspar mines which discharge to the North Toe River. TSS limits are based on current permits. Please note that allowable loadings and concentrations are considerably above current discharge levels. Fluoride loadings are based on an allowable loading of 574 #/D based on a 7Q10 of 45 cfs at the mouth of Little Bear Creek, the current standard of 1.8 mg/1, 0.05 mg/1 background fluoride concentrations, and the previously defined allocation among the three dischargers. Please note that a permitted discharge by IMC Corp. to Little Bear Creek will require a fluoride limit of 67.7 #/D, based on a 7Q10 of 0.3 cfs. Please note that an additional loading of 506.3 #/D could be allocated to Feldspar and Indusmin if 67.7 #/D were allocated to IMC. Toxicity limits and monitoring requirements have also been developed for each discharger based on the instream waste concentration and recently developed Division protocol. Please advise if questions. RCD:mlt Attachment DIVISION OF ENVIRONMENTAL MANAGEMENT ASHEVILLE REGIONAL OFFICE WATER QUALITY SECTION July 31, 1985 MEMORANDUM TO: Steve Tedder Randy Dodd Meg Kerr THROUGH: Forrest R. Westall Regional Engineer Roy M. Davis Regional Supervisor FROM: Michael R. Parker7tR—P Environmental Engineering Tech. SUBJECT: Staff Report and Recommendations Fluoride Limits for Feldspar Mining Operations on North Toe River Mitchell County, North Carolina c\iD RECEIVED it-;U 61985 TECHNICAL SERVICES BRANCH A review of the memorandum dated June 11, 1985, concerning the change in ' the background concentration of fluoride in the North Toe River has been com- pleted. It appears that this instrean value for fluoride is a more realistic number since there are no fluoride bearing discharges upstream of the Feldspar Corporation. The recommended new limits are based on maintaining the North Carolina Water Quality Standard of 1.8 mg/1 in the North Toe River at a point just below its confluence with Little ear Creek. (This standard was based on a 30-Day - 2-Year low flow of $5.2 cfs. The new proposed limits could be included in the permits to be reissued; however, discussions with personnel of the three mining operations indicate that they may ask for a variance of the fluoride standard or request a Special Order by Consent to give temporary relief until they can construct facilities to remove fluoride. It should also be noted that the Water Quality Standards and Assessment Group is currently preparing a report on the water quality standard for fluoride which we have been told concludes that the current standard may not be appropriate and a higher value may be justified. Based on this upcoming report, it is recommended that the NPDES Permits for The Feldspar Corporation, Indusmin, Inc., and IMC Chemical Group be held until this report is published and an appropriate course of action on our current standard established. By holding the permits, there would be no change in the effluent limits contained in the existing permits. _ 2 _ If the permits have to be issued, it is recommended that they contain the recommended new limits for fluoride as listedin the June 11, 1985, memorandum. Each permit should, however, contain a reopener clause to allow for a change in the fluoride limits should a new water quality standard be adopted by the Environmental Management Commission. If there are any questions, please contact me. MRP:dk cc: Arthur Mouberry DIVISION OF ENVIRONMENTAL MANAGEMENT MEMORANDUM TO: FROM: Randy Dodd THRU: Meg Kerr m K Steve Tedder Forrest Westall June 11, 1985 SUBJECT: Fluoride limits for Feldspar Mining Operations on North Toe River Fluoride limits have previously been determined for the three feldspar operations on the North Toe River under 7Q10 and 30Q2 conditions. These limits assumed a background concentration of 0.2 mg/1 of fluoride based on a 1976 EPA study. More recent self -monitoring data from Feldspar and ambient monitoring at Ingalls and Penland indicate that background fluoride levels are generally near or below detection limits upstream of the three dischargers. Based on the upstream monitoring data, a waste - load allocation has been determined based on 7Q10 flow, the previously determined breakdown of the total allowable load between the three dis- chargers, and assuming a background concentration of 0.05 mg/1. Recommended effluent limits are listed below. Indusmin (30%) IMC (32%) Feldspar (38%) Recommended Existing 1984 Self - New Limits Limits Monitoring Data 173.8 #/D 220.3 #/D 179 #ID 185.4 #/D 235.0 #/D 105 #/D 220.2 #/D 279.1 #/D 218 #/D Please advise if you have any questions. RD:mlt cc: Ken Eagleson MEMORANDUM DIVISION OF ENVIRONMENTAL MANAGEMENT ASHEVILLE REGIONAL OFFICE April 29, 1985 T0: Randy Dodd Meg Kerr Steve Tedder THROUGH: Forrest R. Westa Roy M. Day' i7r FROM: Michael Parker 'Mile SUBJECT: Effluent Limitations for Feldspar Mining Operations Mi tche 11 County A review of the existing and proposed effluent limits for IMC Corporation, Indusmin, Inc. and The Feldspar Corporation has been conducted. Presently each company is in compliance with their respective NPDES Permit for all parameters, however, should the regulati ons for toxics change based on a stream flow criteria of 7Q10 instead of the existing 30Q2 it will be difficult for these industries to comply with the proposed fl uori de reducti on. Refer to the chart below: Facility Current Fluoride Li mi is Feldspar Corp. Indusmin, Inc. * IMC Corp. 279.1 lbs/day 220.3 lbs/day 235.0 lbs/day Proposed Fluoride Limit/ 1984 Monitoring Data 206.1 lbs/day Li- = 218 lbs/day 162.7 lbs/day .11 173.6 lbs/day * IMC recycles approximately 90% of its wastewater 179 lbs/day 105 l bs /day n Recent contacts with each industry concerning the fluoride reduction has caused considerable concern because they have been unable to develop a way to reduce the amount of fluoride in the wastewater. The Mineral Research Laboratory in Asheville, a part of N. C. State University, has tried to develop new technology to remove fluoride and even eliminate the use of hydrofluoric acid but that effort has not yet been successful. It should be noted that a reduction in the fluoride limitations will severly impact each industry economically. Should the stream criteria for toxics change it will be necessary to work out a time schedule and special order by consent for each industry which will allow them time to develop methods to reduce fluorides in their effluents. If there are any questi ons conerning this please let us know. MRP/ls cc: Arthur Mouberry Doug Fi n an 11› CI .-1 C'3Z f 542 #/D/ t fluoride. ��cL�ro� ^ = 0 ,, the totat load. adoption of 7Q10 not adopted, the limits have also DIVISION OF ENVIRONMENTAL MANAGEMENT March 8, 1985 MEMORANDUM TO: FROM: Roy Davis Randy Dodd (.7) THRU: Meg Kerr AI Steve Tedder SUBJECT: Effluent limitations for feldspar operations in Mitchell County IMC Corporation, Indusmin Inc., and Feldspar Corporation have permit renewals currently pending. Effluent limitations were previously developed for these dischargers based on water quality standards for fluorides and turbidity. The fluoride limits were set based on a 30Q2 flow of 85.2 cfs at the point immediately downstream of the three dischargers. PH and TSS limits were also developed. No technology -based limits have been promulgated for these industries. Attached are recommended revised limits. The new fluoride limits are based on 7Q10 of 45.6 cfs and background concentration = 0.2 mg/1. The 7Q10 limit has been proposed based on the anticipated regulation adoption for toxic limits based on 7Q10. The previous allocations allowed for a total load of 734 #/D of fluoride. The new allocation allows for a total load The same percentages have been used in allocating Please note that these limits are contingent upon the as the governing flow criteria. If this regulation is effluent limit based on 30Q2 should be retained. PH been amended to 6-9 SU for all three dischargers based on the regulations. Toxicity monitoring is recommended for Indusmin based on the screen indicating a LC50 = 55. High effluent fluoride concentrations have been reported in the past at Indusmin. Roy Davis March 8, 1985 - page two - Also of interest is the fact that all three industries are .well below their respective flow limits. Please advise if questions. RD:mlt Attachments cc: Doug Finan Indusmin RECOMMENDED EFFLUENT LIMITS \ Flow (mgd) 2.02 ,w� '` r?�4.32 3.5 TSS (#/D) 1239.6 1320.0 1568.4 / (30%) 173.6 (32%) 206.1 (38%) Fluoride (#/D ) 162.7 1�K ' Lf r ;. n , 7 pH (SU) 6-9 6-9 6-9 Turbidity: For all: "The discharge shall not cause the turbidity of the receiving waters to exceed 10 NTU. If the turbidity exceeds 10 NTU due to natural background conditions, the discharge shall not cause any increase in turbidity." IMC Feldspar RECOMMENDED FLUORIDE LIMITS BASED ON 30Q2 (#/D) Indusmin 220.3 IMC 235.0 Feldspar 279.1 Indusmin CURRENT EFFLUENT LIMITS IMC Feldspar Qw (mgd) 2.02 4.32 3.5 TSS (#/D) 1239.6 1320 1568.4 pH (SU) 6-8.5 6-10 6-10 Fluoride (#/D) 220.3 (30%) 235 (32%) 279.1 (38%) Turbidity: For all: "The discharge shall not cause the turbidity of the receiving waters to exceed 10 NTU." = FacilitU Namm� T]pe of Waste S�axus Receiving Stream Stpeam Class Subbasin Cmun'(,y Aegional Office Qequesnor Da�e of Aequest C\uad Requesx No. 2139 ] ALLOCATION APPAOVwL FOAM .... .... -.... .... .... .... .... .... .... ... ------~---- IMC Corp. FELDSPAA nININ[; EXISTIN� NOATH TOE AIVEA C.... TR O/10306 MITCHELL AQO DOUQ FINAN 2-28-85 C11SW Drainage Area (sq T[\10 <cfs) Winter 7Q10 (cfs> 30GU2 (cfs> Average Flow (cfs> ------------------------- AECOMME�4DED EFFLUENT LIMITS -- W��s�eflow <mg4.32 5-Day BOD <m�rl> An"o:ia Mixrogeo Dissolved Oxygen FecaJ. [:olif1O0m1): 6-9 �320 2a�O rkA_ OAD J561 The ch'�rge sha�l no� cause C. xurbidity of zhe receiving waters no e�caed �O ,�TU. Iv �he �urbidi10 NTU due ,ax:rai u",c�gro�nd ccnu�^ions, ��e rl�:rice �c 7.|l]. to disc�zrge shazl no� cause an� � ^ ^ ' .: -,. -;* 2.. l�mi^ r�vi�ed Previousl� t�s�d on 30q2 Thi� �imi� �ased ' . ..�' --- ��� ` ��u: ^�m�� ��s� �u�� �=. ^ ~ Reviewed bU� Tec�. �ecomuen�euby .... .... .... � �upport �uPnrvisor____ ^ RegionalSuperysor.... .... .... .... _.... .... .... .... .... .... .... .... .... .... .... .... .... .... .... -.... �pproval is ( yre�1minarV zne 3-1 -----'--.... -- �inal Pe,siT,s a En�ineerino................................................................... _ _'-- / ��-~��� �� ^ ^^ . Aequeso No. 2096 '.... .... .... .... .... - WAST[I.OAD ALLOCATION APPAOVoI.' FOAM ---------------------- Facility Name Type of Waste 5tatus Aeceiving Stream Stream Class Subbasin County Aegional Office Qequestor Da�e of Aequesx Quad Inuusmin, Inc. FELDSPAA MININQ EXISTINC YiOATH TOE AIVEA C-TA 0All O30� MITCHELL AAO DOU� FINAN 2-14-85 C1zSW Drainage Apea (sq mi> 7Ci1� (cfo> Winter 7�1O (cfs) 30(J2 (cfm) Average r1ow (ofs> ' .) ° --------------------.... .... -.... AECOMMENDED EFFLUENT LIMITS ------------------------- . --_ Wasneflow < IV, gd2.02 5-Day BOD Ammoni'z nitrogen (mg/l) � 3issolved 3xygen (mg/z/ � TE� ( /D) � 1237.6 2479.2 Fecal Co1iform (w/100ml>� Fzuoride �#/u> �G 2."7 3 Z5A .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ... .... .... .... .... .... .... ... ' , L C-corSY-' ----------_- The disc�arQe shall no� cause the �urbiui�yrece�ving uaxers �o exceed 10 NTU. If nhe �urbidixy exceeds 10 N�i� due �o ,am/ral ba/:xgrounJ �cndi��ons^ �he discharge s�al� no� cause any increase i, �ur�id���. F1'mr�ue l�m�� 'ev�sed. PreviouslS �ased on 30q2T�i� limix based Aeviewed b1� Apcomoend*'! bu --8���.�± supervisor___ '« D...................................... Da�e neg�onal Supe,visor___--______-_- ______~___ App,oval J.s ( } prplimina.ry � > vinaz Perm�ns & Engineer�ng.... .... .... .... .... .... .... .... .... ............ .... __'-__--- Daxe___~_.... _.... .... '-C ^ -^ PequestNm. : 2105 ---~----------------- WASTELOAD ALl'OCATIOM APPAOVAL FOAM ---�------------------ Farilitg Name Type of Waste StWin us Aeceiving �tream Stream Class Subbasin County AeQional Office Aon, quesor Date of Qequest FELDGPAR COAP. FELDSPAR MINING, EXISIlNC NORTH TOE AIVEA (:-TA 0403V6 MITCHELL APO DOUC RENOWN 2-21-85 C11SW Drainage Area {sq mi> 7Q10 (cfs> Winter 7C\10 (cfs> 30(A2 (cfs) Average Flow <cfs) . -D",z\~\ A j). 7^ J R� Wastef1ow (mgd) � � 3.5 5-Day BOC (mg/1) Ammonia (mg/l> � Dissolved Oxygen (mg/l) � TSS (#/d) 1568.4 3136.8 Fecal ColJ.form (w/100ml)� pH ( S U ) Fluoride � zw4112°2 ^ :1 - .... Tlhe discharge shall non cause nhe MIrbidity of the receiving waners nn exceed 10 NTU. If the 10 NTU due �o natural background conditions' the discharge shall non cause ano increase in tur�idi�y. ` rluoride limievised eviousl� based on 3Oq2. This limi% baseu J��^ ^ ��~ on 7q10- ���°^� \�=�'' =2�9.1 �'0 \, ���, 4 �C ��(m en. ���� P. React ommenued by nevieweu Uy� / Tech. Supporupervisor.... .... .... _ ._ pion Qional Apprnvm.l is ( ) preliminfinal PermiAs & Engineering_____________----_--_- Date 3 V �