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 )
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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
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LEGEND:
I _
----- -- ® AREA I
I,
® AREA 2
AREA .i
® AREA 4
® AREA 5
GRAPHIC SW
o 100' 2W' 300•
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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
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NOTES:
A - INDICATES LOADING/U LOADING MEA
GRAM SME
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SITE MAp0%ST01
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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
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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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Best Management Practices (BMP's)
BMP's are currently being utilized to minimize discharge of potential pollutants in storm water from the
Novozymes, N.A. facility. 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