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HomeMy WebLinkAboutNC0029980_Permit (Modification)_19980330NPDES DOCYNENT SCANNINO COVER SHEET NC0029980 Miller Coors plant WVWTP NPDES Permit: 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: March 30, 1998 This doci: merit is pririted on reuse paper - ignore any content on the re -sr -ex -se aside State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director March 30, 1998 Mr. Dan M. Foster Environmental Compliance Coordinator Miller Brewing Company Post Office Box 3327 Eden, North Carolina 27289-3327 Dear Mr. Foster: fA'vw( lllni Ir3,;TA, CDEN R Subject: Permit Modification Request NPDES Permit NC0029980 Miller Brewing - Eden Facility Rockingham County The Division issued NPDES permit no. NC0029980 to Miller Brewing Company on February 10, 1997. The Division has reviewed your request, received March 3, 1998, for the elimination of arsenic, selenium and MBAS monitoring from outfall 001. As per your request and our review, monitoring for MBAS has been eliminated. Also, although not eliminated, the monitoring frequency for arsenic and selenium has been reduced from monthly to semi-annually. The Division cannot eliminate monitoring for these two parameters because they are parameters of concern and were detected in some of the samples reported. This permit modification is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U. S. Environmental Protection Agency dated December 6, 1983. Please take notice that this permit is not transferable. Part II, E.4. addresses the requirements to be followed in case of change in ownership or control of this discharge. This permit does not affect the legal requirement to obtain other permits which may be required by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act or any other Federal or Local government permit that may be required. If you have any questions concerning this permit, please contact Mr. Mark McIntire at telephone number (919) 733- 5083, extension 553. Sincerely, 1)16141 A. Preston Howard, Jr., P.E. cc: Central Files NPDES Unit, Permit File Point Source Compliance/Enforcement Unit Winston-Salem Regional Office, Water Quality Section P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083/FAX 919-733-0719 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper A. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL Permit No. NC0029980 During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT CHARACTERISTICS LIMITS MONITORING REQUIREMENTS Monthly Average Weekly Average Daily Maximum Measurement Frequency Sample Type Sample Location1 Flow (MGD) 5.2 Continuous Recording I or E BOD5 2042 Lbs/day 5107 Lbs/day Daily Composite E Total Suspended Solids 2845 Lbs/day 7076 Lbs/day Daily Composite E Dissolved Oxygen4 Daily Grab E, U, D pH2 Daily Grab E NH3-N Daily Composite E Total Residual Chlorine3 Daily Grab E Temperature °C4 Daily Grab E, U, D Total Arsenic Semi -Annually Composite E Total Selenium Semi -Annually Composite E Zinc Monthly Composite E Chronic Toxicity5 _ _ Quarterly Composite E Notes: 2 3 4 5 Sample Locations: E - Effluent, I - Influent, U - Upstream at the Highway 14 crossing, D - Downstream at Highway 700 crossing. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. Monitoring requirement applys only if chlorine is added for disinfection. Instream monitoring for temperature and dissolved oxygen shall be conducted weekly during the months of June, July, August and September . Chronic Toxicity (Ceriodaphnia) P/F @ 2.1%; February, May, August, November; See Chronic Toxicity section of the Supplement to Effluent Limitations. There shall be no discharge of floating solids or visible foam in other than trace amounts. • NCDENR/DIVISION OF WATER QUALITY Water Quality Section/NPDES Unit March 25, 1998 MEMORANDUM To: File From: Mark McIntire2‘1 Subject: Miller Brewing Permit Modification Miller Brewing, Eden Facility NPDES Permit No. NC0029980 The Division issued the current NPDES permit to Miller Brewing on February 10,1997. The permit cover letter indicated that after 12 months of effluent data had been collected, Miller could request deletion of parameters from its permit. Miller Brewing has requested deletion of arsenic, selenium and MBAS. A reasonable potential anlaysis was prepared for each of these parameters (see attached). The data used were monthly DMR values from March 1997 to March 1998. The data indicate that there is not reasonable potential for standard violations, however each parameter was detected at least once. In light of these findings, and due to the fact that arsenic and selenium are parameters of concern that have been detected, it is recommended that monitoring be maintained for arsenic and selenium but that the frequency be reduced to semi-annual. It is recommended that MBAS monitoring be removed from the permit. I have discussed this request with David Russell of the Winston-Salem Regional Office. He concurs with a relaxation of the monitoring for these parameters. cc: Central Files NPDES Permit File Miller Brewing Mod Request 3/25/98 Facility Name = Miller Brewing Parameter = Arsenic NPDES # = !NC0029980 Standard = 50;pg/1 Qw(MGD)= 5.2 7010s (cfs)= 375 n BDL=1/2DL Actual Data RESULTS /WC (%) = 2.10: 1 17 Std Dev. 7.65150015 2 2 2 Mean 15 FINAL RESULTS 3 20 C.V. 0.51010001 Arsenic 4 30 Max. Pred Cw 72 5 2 5 Allowable Cw 2376.3 6 1 1 Muft Factor =1. 2.4! 7 5 <10 Max. Value 30 pg/l 8 10 Max. Pred Cw 72 pg/I 9 10 Allowable Cw 2376.3 pg/I 10 10 11 10 12 10 13 14 15 16 17 18 19 20 21 22 23 24 25 Miller Brewing Mod Request 3/25/98 Facility Name = Miller Brewing Parameter= MBAS NPDES # = ': NC0029980 Standard = 500pg/1 Qw (MGD) = 5.2 7010s (cfs)= 375 n BDL=1/2DL Actual Data RESULTS /WC (%) = 2.10 1 150 Std Dev. 74.88452649 2 120 Mean 159.2307692 FINAL RESULTS 3 200 C.V. 0.470289297 MBAS 4 300 Max. Pred Cw 720 5 300 Allowable Cw 23763.0 6 100 Malt Factor = 0 2.41 7 100 Max. Value 300 pg/I 8 100 Max. Pred Cw 720 pg/I 9 100 Allowable Cw 23763.0 pg/I 10 200 11 200 12 100 13 100 14 15 16 17 18 19 20 21 22 23 24 25 SUPPLEMENT TO PERMIT COVER SHEET CR Industries is hereby authorized to: Permit No. NC0004260 Continue to discharge 0.148 MGD of treated wastewater from treatment facilities. A package plant for treating domestic wastewater consists of a comminutor, bar screen, diffused aeration basin and clarifier which empties to an aerated lagoon. The industrial wastewater treatment process consists of a mechanical oil skimmer which empties to the prey' • ly mentioned aerated lagoon, combining with the domestic wastewater. At this po' t b •h industrial and domestic wastewater are further treated via pH adjustment and al nfi m addition, dissolved air floatation (DAF), pH adjustment for the effluent, mech screening, ultrasonic flow measurement, a sludge holding tank and a sludge filter press. These treatment systems are located at CR Industries, the intersection of US Highway 321 and NCSR 1103, south of Gastonia, Gas n County (See Part III of this permit), and 2. After receiving an Authorization to Construc v► a groundwater remediation system, #' discharge eated groundwater from this trea i nt system. Treated groundwater flow (in combina ' n with process and domestic wastewater flow) is not to exceed 0.148 MGD and will be di charged through the same outfall. Discharg from said treatment system at the location specified on the attached map into Crowder Creek (Class C) in the Catawba River Basin. i 7, 'IA.} O. l y� o 76-4/ = 0. of 1l y G-t ✓s36 /t7�� Do ttv f/4 1° (2 1 - (e YJ -e';,Q C-1I Q.0A c Miller Brewing Mod Request 3/25/98 Facility Name = Miller Brewing Parameter = Selenium NPDES # = I. NC0029980 _ _ Standard = _ 5 pg/1 Qw(MGD)= 5.2 7010s (cfs)= 375 n BDL=1/2DL Actual Data RESULTS /WC (%) = 2.10 1 5 <10 Std Dev. 1.94624736 2 5 <10 Mean 5.833333333 FINAL RESULTS 3 5 <10 C.V. 0.333642405 Selenium 4 10 Max. Pred Cw 17 5 5 <10 _ _ Allowable Cw 237.6 6 5 <10 Mult Factor = ! 1.7! 7 5 <10 Max. Value 10 pg/I 8 5 <10 Max. Pred Cw 17 pg/I 9 10 <10 Allowable Cw 237.6 pg/I 10 5 <10 11 5 <10 12 5 <10 13 14 15 16 17 18 19 20 21 22 23 24 25