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HomeMy WebLinkAboutNCS000115 Renewal ApplicationwarE Permit Coverage ��� Renewal Application Form National Pollutant Discharge Elimination System Permit Number Stormwater Discharge Permit—NCS000115 The following is the information currently in our database for your facility. Please review this information carefully and make all corrections/additions as necessary in the space provided to the right of the current information. Owner Affiliation Information ' Reissued Permit will be mailed to the owner address Owner / Organization Name: Novozymes North America Owner Contact: Randy Green Mailing Address: PO Box 576 Franklinton, NC 27525 Phone Number: Pi,cl (49q-36(71 rtl _9 Fax Number: E-mail address: 906Wrunlaz4rxeS-C67Mr- A uozymeS.nym Facility/Permit Contact Information Facility Name: Novozymes North America Facility Physical Address: 77 Perry Chapel Church Franklinton NC, 27525 Facility Contact: Liar areetn £u I_Q(�! Mailing Address: 7 7 Perrys"haPF I Chu✓rh 1201 . 1✓riwk 1-IIf l , K1 0 - 7TSaS Phone Number: �e,U4u -3ea 1 Fax Number: E-mail address: Discharge Information Receiving Stream Buffalo Creek (South Side Tar River) Stream Class: WS -IV; NSW Basin: Tar -Pamlico River Basin Sub -Basin: 03-Q3-01 Number of Outfalls: GO) Impaired Waters/rMDL Does this facility discharge to waters listed as impaired or waters with a finalized TMDL? O Yes WrNo ❑ Don't Know ( for information on these waters refer to http://h2o.enr.state.nc.uslsu/Impaired Waters_TMDLI ) b4l,:Palo Cr6ek- ;s ndi h_%ka as avt .Jrnpa;red („false-_ U alo C 04- dlsch"es ia�he -ar �) uta—, Ulhlcn is l:s4d cis a brad'} 2D/Z Impa/red (,dater- oceord(ng )0 )4,4 J.C. laupaiwj tjakos �- TInaL Plap aeeessecl on Jane 21, 0e/.2 - 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. Signature or type name of person Please return this completed renewal application form to: ppDate' -7 /,' e 2 �ES.d�nt/ /Y /W 9 /lnr/�[ Title Stormwater Permitting Unit Attn: Brian Lowther 1617 Mail Service Center Raleigh, North Carolina 27699-1 AUG - 1 2012 SUPPLEMENTAL INFORMATION REQUIRED FOR RENEWAL OF INDIVIDUAL NPDES STORMWATER PERMIT Two copies of each of the following shall accompany this submittal in order for the application to be considered complete: Initials (Do not submit the site Stonrrwater Pollution Prevention Plar0 1. A current Site Map from the Stormwater Pollution Prevention Plan. The location of industrial activities (including storage of materials, disposal areas, process areas and loading and unloading areas), drainage structures, drainage areas for each outfall, building locations and impervious surfaces should be clearly noted. 2. A summary of Analytical Monitoring results during the term of the existing permit (if your permit required analytical sampling). Do not submit individual lab reports. The summary can consist of a table including such items as outfall number, parameters sampled, lab results, date sampled, and storm event data. H 3. A summary of the Visual Monitoring results. Do not submit individual monitoring reports. The summary can consist of a table including such items as outfall number, parameters surveyed, observations, and date monitoring conducted. 4. A summary of the Best Management Practices utilized at the permitted facility. Summary should consist of a short narrative description of each BMP's in place at the facility. If the implementation of any BMP's is planned, please include information on these BMP's. 5. A short narrative describing any significant changes in industrial activities at the permitted facility. Significant changes could include the addition or deletion of work processes, changes in material handling practices, changes in material storage practices, and/or changes in the raw materials used by the facility. 6. Certification of the development and implementation of a Stormwater Pollution Prevention Plan for the permitted facility (Sign and return attached form). If the final year analytical monitoring of the existing permit term has not been completed prior to filing the renewal submittal, then the last years monitoring results should be submitted within 30 days of receipt of the laboratory reports. (i.e. do not withhold renewal submittal waiting on lab results) STORMWATER POLLUTION PREVENTION PLAN DEVELOPMENT AND IMPLEMENTATION CERTIFICATION North Carolina Division of Water Quality - Stormwater Permitting Unit Facility Name: Novozymes North America Permit Number. NCs000i 5 Location Address: 77 Perry Chapel Church Franklinton NC, 27525 County: Franklin "I certify, under penalty of law, that the Stormwater Pollution Prevention Plan (SPPP) document and all attachments were developed and implemented under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information required by the SPPP. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information gathered is, to the best of my knowledge and belief, true, accurate and complete." And "I certify that the SPPP has been developed, signed and retained at the named facility location, and the SPPP has been fully implemented at this facility location in accordance with the terms and conditions of the Stormwater discharge permit." And "I am aware that there are significant penalties for falsifying information, including the possibility of fines and imprisonment for knowing violations." Sign (according to permit signatory requirements) and return this Certification. DO NOT SEND STORMWATER POLLUTION PREVENTION PLAN WITH THIS CERTIFICATION. Signature or type name of person signing above Date 2 io r 2- T145 Title SPPP Certification 5/09 Re Val a F h M �' I YI' WDi NPUFAt� aM ' -� e46 cRs cmn� F / f 'r 1-4 �T a LEGEND: I _ ----- -- ® AREA I I, ® AREA 2 AREA .i ® AREA 4 ® AREA 5 GRAPHIC SW o 100' 2W' 300• r=ioo 4 .-ie-ce ew eev¢o e[n mn cwo�rs 3 r -z. -w rs. wcu assn rm mn mMwls 4 _ i_w wn wm rn�n mn mMans 1 ��-»-w vrx �exRn em mn a+e:o+rs 0 w vice ew nen nsuc scR sm. xs:n NZNA e.ovM....,.....a...c SITE MAP FOR STORM WATER PERM? Aa-xmm ORANAGE AREAS AND IMPERVIOUS SERFACES FAA30806 WATERSHED LAYOUT 14PENOUS AREA TOTAL LOCATION R 50 -FT) A RATIO 150-fT AREA 1 7,003 166.113 .042 AREA 2 7,100 119,000 .059 AREA ,} 33,179 47.795 .069 AREA 4 521,530 1.000,870 .521 AREA 5 246,780 524,700 .47 0 TOTAL 815:583 1,858,4]8 .438 F .1 c I H -1 I :I -1 I -I L n1 0 i(21 I 'W MML)tAIM "T A AL BI (RK) p NOTES: A - INDICATES LOADING/U LOADING MEA GRAM SME 0 lw 200' wo, SITE MAp0%ST01 N�Z,� FER �M 1, - im, �Es- -DI Wi UNLOADINGusi :4�FWL7 30 in '"EIT RP -RAA sse m 1 ellen L AEU M•xx or nv pte waw V1 �r Al A TP - Vv � r 1 e l STORM SEWER SYSTEM OVERALL SITE PLAN O loo' 200 300' Plwm W LIMNING NUMm C-3.1 NGTES: 1. PERMIT NO. NCSOOOn5 2, SEE DRAWNG FAA33406 FOR STORM DRAINAGE DETAILS, REFERENCE DRAWINGS: FAA32031 FAA32032 FAA32033 FAA32034 FAA32035 FHK32005 DETAIL DRAWINGS- FAA32067 - 517 DETAILS FAA32068 - MISCELLANEOUS DETAILS FAA32071 - DRI4EWAY DETAILS FA A32072 - MICAL DETAILS SHEET 1 FAA32073 - T CAL DETAILS SHEET 2 FAA32074 - TYPICAL DETAILS SHEET 3 FAA32075 - TYPICAL DETAILS SHEET 4 LEGEND �'-2- SPOT ELEVATOR S2 50 TP TOP OF PAVEMENT ELEVATOR 512 50 IC TOP OF CURB ELEVATOR STANDARD CURB AND CUTTER DRAINAGE INLET AND PIPING STORM DRAINAGE WTH ~ FLARED ENO SECTION -65 DRAINAGE STRUCTURE IBENTFIER 9 DRAINAGE STRUCTURE LOCATOR �ft FLARED END SECTION WTH RIP -RAP DIRECTION FLOW FOR SWALE CLEARING LIMITS KEY PLAN 8 ounD A .ounD e FAA33402 FAA33403 ,DUAD C ,QUAD D FAA33404 FAA33405 KEY PLAN 8 �-+1a T +ww a 68 x .+aama. 1". J e -x -(V "It xuq 1,. IT. tAG I,. TFE O.o. +vw aWkR w woaewz awogo.a A RT,° a., mm' o.g a...w.. ........ w/xe/w.. a... NZNA n.o. FAA E^pq^•' STORM SEWER SYSTEM u aorto OVERALL SIZE PLAN - F. TA FAA33401 Analytical Monitoring Results Summary Sample Date Outfall # Parameters Sampled Lab Results (MG/L) Storm Event Data BOD, COD, TSS, TKN, NO2/NO3, BOD:3.5 OOD:20 TS5:50.0 Sample Time: 1800 pH:6.5 Rainfall Total@Time of 5/18/2008 #1 TKN:0.71 NO2/NO3:0.49 Total Total Phosphorus, Sampling: 0.3" P:0.46 BOD, COD, TSS, TKN, NO2/NO3, 800:5.1 ODD:13 TSS:7.2 5/18/2008 #2 TKN:0.78 NO2/NO3:0.33 Total Sample Time: 1810 pH:6.8 Total Rainfall: 1.2" Total Phosphorus P:0.33 BOD, COD, 755, TKN, NO2/NO3, B0D:5.2 COD:78 TSS:75 Sample Time: 0900 pH: 8.3, Rainfall Total @Time of 1/6/2009 #1 TKN:1.1 NO2/NO3:0.31 Total Total Phosphorus, Sampling: 0.3" Total Rainfall:0.5" P:0.52 BOD:2.7 OOD:41 TSS:51 1/29/2009 #2 BOD, COD, TSS, TKN, NO2/NO3, TKN:1.2 NO2/NO3:0.23 Total Sample Time: 1600 pH: 8.2, Rainfall Total @Time of Total Phosphorus, PROS Sampling: 0.2" Total Rainfall: 1.1" BOD, COD, 755, TKN, NO2/NO3, BOD:4.7 C0D:41 TSS:14.0 Sample Time: 2150 pH: 8.3 Rainfall Total @Time of 5/5/2009 #1 NO2/NO3:0.97 Total Total Phosphorus, Sampling: 0.2" :0.2 P:0.18 P18 BOD, COD, TSS, TKN, NO2/NO3, B0D:6.6 C0D:55 TSS:13.0 5/5/2009 #2 TKN:1.2 NO2/NO3:0.16 Total Sample Time: 2140 pH:7.9 Total Rainfall: 1.3" Total Phosphorus, P:0.17 BOD, COD, 755, TKN, NO2/NO3, BOD:2.0 COD:31 TSS:17 Sample Time: 1330 pH: 5.8 Rainfall Total @Time of 12/2/2009 #1 TKN:0.18 NO2/NO3%061 Total Total Phosphorus, Sampling: 0.15" P%032 BOD:3.8 OOD:35 TSS:82 12/2/2009 #2 BOD, COD, TSS, TKN, NO2/NO3, TKN:.78 NO2/NO3:.31 Total Sample Time: 1346 pH:6.4 Total Rainfall: 1.0" Total Phosphorus, P:.32 B0D, COD,TSS,3, BOD:16 O0D:51 TSS:61 Sample Time:2010 pH:8.8, Rainfall Total@Time of 5/22/2010 #1 TKN:1.9 NO2/NO3:.47 Total rus, Phosphorus, Total Phosphorus, Sampling: 0.2" P:.62 BOD, COD, TSS, TKN, NO2/NO3, SODAS C0D:44-TS5:120 5/22/2010 #2 TKN:0.99 NO2/NO3:.28 Total Sample Time: 2020 pH:6.7 Total Rainfall: 1.2" Total Phosphorus, P:.25 BOD, COD, T55, TKN, NO2/NO3, BOD:27 0O0:72 TSS:14 Sample pH:7.1 Rainfall Total@Time Sam Time: 1150 12/12/2010 #1 TKN:2.2 NO2/NO3:0.46 Total Total Phosphorus, of Sampling: 0.5" P:0.37 BOD:5.1 OOD:87 •TSS:170 12/12/2010 #2 BOD, COD, TSS, TKN, NO2/NO3, TKN:1.0 NO2/NO3:0.38 Total Sample Time: 1215 pH: 6.8 Total Rainfall: 1.0" Total Phosphorus, P:0,51 *3/6/2011 #2 T55 TSS: 15 Sample Time:1330 pH:n/a Rainfall Total@Time of Sampling: 0.3" Total Rainfall: 1.0" •4/5/2011 #2 T55755:5.0 Sample Time: 1000 pH:n/a Rainfall Total @Time of Sampling: 0.5 " Total Rainfall:1.0" BOD, COD, TSS, TKN, NO2/NO3, B0D:24 C0D:100 TSS:56.0 Sample Time: 1610 pH: 7.2, Rainfall Total @Time 5/27/2011 #1 TKN:4.3 NO2/NO3:0.57 Total Total Phosphorus, of Sampling: 0.5" P:0.88 BOD, COD, TSS, TKN, NO2/NO3, SOD 77 COD:70 TSS:5.0 5/27/2011 #2 TKN:1.3 NO2/NO3:00.07 Total Sample Time: 1640 pH: 6.9 Total Rainfall: 1.0" Total Phosphorus, P:0.04 11/16/2011 #1 BOD, COD, 755, TKN, NO2/NO3, BOD:3.5 COD:20 TSS:50.0 TKN:0.71 NO2/NO3:0.49 Total Sample Time: 11:10 pH: 8.2, Rainfall Total @Time of Total Phosphorus, Sampling: 0.6" P:0.46 BOD:3.5 OOD:20 T55:50.0 11/16/2011 #2 BOD, COD, TSS, TKN, NO2/NO3, TKN:0.71 NO2/NO3:0.49 Total Sample Time: 11:30 P pH: 7.9 Total Rainfall: 0.8" Total Phosphorus, P:0.46 BOD, COD, 755, TKN, NO2/NO3, 800:79.0 C0D:250.0 TSS:75.0 Sample Time: 1450 pH: 7.8, Rainfall Total @Time of 1/11/2012 #1 TKN:0.79 NO2/NO3:0.53 Total Total Phosphorus, Sampling: 0.3" P:0.33 BOD:13.00 O0D:310 TSS:99.0 1/11/2012 #2 BOD, COD, TSS, TKN, NO2/NO3, TKN:1.00 NO2/NO3:0.39 Sample Time: 1520 pH: 7.4 Total Rainfall: 0.7" Total Phosphorus, Total P:0.33 * Due to exceeded Benchmark in T55 samples were collected on consecutive months for analysis of T55 only. 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Preventative measures are a key BMP component utilized in the minimization of storm water discharges. Listed below are the preventative measures in place at the facility. Non-structural BMP's • ISO -14001 Environmental Management System and corrective/preventative action request system • Maintenance of vegetation and proper erosion control practices • Color coding of drain inlets • Education of onsite employees for environmental awareness • Annual training of employees on how specific job duties could impact storm water quality • Inspection and monitoring in accordance with all of NZNA's environmental permit requirements • Good housekeeping and equipment maintenance • Off site maintenance of company vehicles • Proper labeling and readily -available MSDS' for all materials used on site • Proper disposal of generated waste materials Structural BMP's • Storm water diversion to process wastewater system • Two (2) onsite mobile spill vacuum units • Five "Spill Cabinets" containing spill control supplies and clean-up materials • Secondary containment of above -ground storage tanks • Recently modified/upgraded Emergency storm water retention system, (Storm Water Valve) • Storm water conveyance systems • Properly covered storage of raw and processed materials • Vapor and dust control devices to minimize releases of airborne contaminants • Bioretention for roof top runoff Novozymes, N.A. Inc. Permit Number: NCS000115 June 4 2012 This is to verify, that there have not been any significant changes in industrial activities, such as material handling practices, storage areas, or work practices, or raw materials being utilized at the permitted facility, except as noted below. The fuel oil and used oil storage along with the loading/unloading areas have been relocated within the existing site as reflected in the current Site Map. The oil storage capacity was reduced and permanent secondary containment added for the unloading area. These changes represent improvements in storm water pollution prevention at the facility. i Joe pdd Environmental Compliance Coordinator