HomeMy WebLinkAboutNCS000543_Renewal Application Package Unsigned_20170925February 2017
Mr. Robert Patterson
NCDEQ
Division of Energy Mineral and Land Resources
Stormwater Permitting Program
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Subject: Renewal of NPDES Stormwater Permit #NCS000543
Carus Corporation
181 Woodlawn Street, Belmont, Gaston County, NC
Dear Mr. Patterson:
Carus Corporation (Carus) and Blue Ridge Geological Services, Inc. (Blue Ridge) prepared the attached
forms for renewal of the individual permit to discharge storm water associated with industrial activities at
the subject site. Site maps are also attached. Please contact the undersigned at 336-382-6849 if you have
any questions concerning this application or if you need additional information for the renewal.
Sincerely,
(ilk
Jeff Gerlock, L.G.
NC Licensed Geologist #1141
Attachments - renewal form, SWPPP certification form, site maps, monitoring results, BMP list
Cc: Carus Corporation, Belmont, NC
7356 Belmont Drive, Trinity, NC 27370 - Phone: 336-382-6849
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
Date
Print or type name of person signing above
Title
SW Individual Permit Coverage Renewal
Please return this completed application form Stormwater Permitting Program
and requested supplemental information to: 1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Permit Coverage
AARenewal
Application Form
NCDENR National Pollutant Discharge Elimination System NPDES Permit Number
Stormwater Individual Permit NCS 000543
Please provide your permit number in box in the upper right hand corner, complete the information in the space provided
below and return the completed renewal form along with the required supplemental information to the address indicated.
Owner Information
* Address to which permit correspondence will be mailed
Owner / Organization Name:
Carus Corporation
Owner Contact:
Mach Cochran
Mailing Address:
181 Woodlawn Street, Belmont, NC 28012
Phone Number:
704-822-1441
Fax Number:
E-mail address:
Mach.cochran@caruscorporation.com
Facility Information
Facility Name:
Carus Corporation
Facility Physical Address:
181 Woodlawn Street
Belmont, NC 28012
Facility Contact:
Mach Cochran
Mailing Address:
181 Woodlawn Street, Belmont, NC 28012
Phone Number:
704-822-1441
Fax Number:
E-mail address:
Mach.cochran@caruscorporation.com
Permit Information
Permit Contact:
Mach Cochran
Mailing Address:
181 Woodlawn Street, Belmont, NC 28012
Phone Number:
704-822-1441
Fax Number:
E-mail address:
Mach.cochran@caruscorporation.com
Discharge Information
Receiving Stream:
UT to South Fork of the Catawba River
Stream Class:
WS -V
Basin:
Catawba River
Sub -Basin:
03-08-35
Number of Outfalls:
1
Facility/Activity Changes
Please describe below any changes to your facility or activities since issuance of your permit. Attached a
separate sheet if necessary.
Additional BMPs have been installed including outside canopies over several unloading areas and a large concrete stormwater
Detention basin has been constructed to replace the earthen basin.
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
Date
Print or type name of person signing above
Title
SW Individual Permit Coverage Renewal
Please return this completed application form Stormwater Permitting Program
and requested supplemental information to: 1612 Mail Service Center
Raleigh, North Carolina 27699-1612
STORMWATER POLLUTION PREVENTION PLAN
DEVELOPMENT AND IMPLEMENTATION
CERTIFICATION
North Carolina Division of Energy, Mineral, and Land Resources ❑ Stormwater Permitting
Facility Name:
Permit Number:
Location Address
County:
Carus Corporation
NC3000543
181 Woodlawn Street, Belmont, NC
Gaston
❑l 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.❑
MA
❑1 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
❑1 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
F'rint or type name of person signing above
Date
SPPP Certification 10/13
Legend:
l - Tanker truck unloading/loading area
2 - Loading docks
3 - Chemical aboveground storage tanks (ASTs)
4 - Underground sumps/holding tanks
A - D Underground concrete sumps /
5 - Trash container / Cardboard recycling container
6 - Pad -mounted transformer (cooling oil
7 - Empty tote storage area
8 - Containers of condensate with oil
O Aboveground storage tanks - phosp¢ates,
caustic soda, zinc, mixtures /
Stormwater catch basin/ trenc7drain
Direction of Surface Water Flow
(dashed lines are underground flow
red lines are flow to sani ary sewer)
OF Stormwater outfall loca�on
DS Other water sampling locations
Hatched areas are im
Trees / Woods
Building
(Water Supply
/ Well Pump House)
City sanitary sewer
Lift Station
Outfall # Point of Discharge,Latitude/Longitude:
OF -1 35 deg 16'2" N / 81 deg 2'48" W
2EF.: General site layout taken from Process and Stormwater Management Site Plan,
NorCar Technologies Drawing Cl dated 8/6/04. Map prepared by Blue Ridge Geological Svcs
Scale: 1 inch = 80 feet
Site Drainage Map
Carus Corporation
181 Woodlawn Street
Belmont, North Carolina
Dec 2016 1 Figure 4
TABLE 1
SUMMARY OF WATER SAMPLING RESULTS
CARUS CORPORATION
181 Woodlawn Street, Belmont, North Carolina
Permit No. NCS000543
Analytical Results
Outfall
Sample
Date
pH
(SU)
Total
Recoverable
Zinc
(mg/L)
Total
Hardness
(mg/L)
Total
Phosphorus
(mg/L)
TSS
(mg/L)
OF -1
12/2/2009
6.7
0.223
NA
1.4
24.7
7/15/2011
6.2
1.26
12.7
9.1
ND
7/10/2012
6.1
2.01
18.7
9.3
242
12/20/2012
6.6
1.34
14.6
3.9
3.4
2/7/2013
6.7
0.75
11.1
6.9
22
4/4/2013
NA
0.183
NA
0.9
NA
6/25/2013
NA
1.94
NA
4.8
NA
7/27/2013
NA
0.0421
NA
0.23
NA
9/25/2013
NA
0.288
NA
4.9
NA
10/7/2013
NA
0.699
NA
4
NA
11/26/2013
NA
0.248
NA
10.3
NA
12/5/2013
6.6
0.299
19
9.5
106
1/10/2014
6.3
1.32
14.2
10
49.2
3/29/2014
6.6
0.634
5.45
2.5
49.7
5/15/2014
6.6
0.804
8.56
2.8
6.1
7/31/2014
6.4
0.0193
12.4
0.092
8.6
11/17/2014
6
0.653
5.23
1.5
<5.6
4/15/2015
2.4
0.0361
7.67
0.16
12
11/2/2015
6.2
0.0185
16.7
0.078
13.7
6/6/2016
6.2
0.0215
23.8
0.29
17.3
10/7/2016
6.5
0.0112
12.1
0.089
5.6
Downstream of OF -1
7/10/2012
6.2
2.30
20.6
9.6
241
Driveway Side
12/20/2012
NA
NA
NA
0.2
NA
2/7/2013
NA
0.066
NA
0.35
NA
4/4/2013
NA
0.0375
NA
0.16
NA
6/25/2013
NA
0.0449
NA
0.24
NA
12/5/2013
NA
NA
NA
0.24
NA
11/17/2014
NA
0.0356
NA
0.18
NA
4/15/2015
NA
0.0496
NA
0.21
NA
11/2/2015
NA
0.0680
NA
0.21
NA
6/6/2016
NA
0.0278
NA
0.13
NA
10/7/2016
NA
0.0448
NA
0.23
NA
Roof Gutter #4
12/20/2012
NA
0.136
NA
NA
NA
2/7/2013
NA
0.478
NA
NA
NA
6/25/2013
NA
0.454
NA
<0.050
NA
12/5/2013
NA
0.298
NA
NA
NA
11/17/2014
NA
0.272
NA
NA
NA
11/2/2015
NA
0.137
NA
NA
NA
6/6/2016
NA
0.228
NA
NA
NA
10/7/2016
NA
0.115
NA
NA
NA
TABLE 1
SUMMARY OF WATER SAMPLING RESULTS
CARUS CORPORATION
181 Woodlawn Street, Belmont, North Carolina
Permit No. NCS000543
Notes:
Parameters are reported in standard units (SU) or milligrams per liter (mg/L).
* - Based on water hardness value of 50 mg/L
TSS - Total Suspended Solids
NM - Not Measured
NA - Not Analyzed
ND - Not Detected
Bold values are above the NCDEQ Division of Water Quality (DWQ) Benchmark Value in the Stormwater Permit
Analytical Results
Outfall
Sample
Date
pH
(SU)
Total
Recoverable
Zinc
(mg/L)
Total
Hardness
(mg/L)
Total
Phosphorus
(mg/L)
TSS
(mg/L)
Tap Water 1 - lab
12/20/2012
NA
NA
NA
0.52
NA
Tap Water 2 - break room
12/20/2012
NA
0.462
NA
NA
NA
2/7/2013
NA
0.385
NA
0.39
NA
4/4/2013
NA
0.118
NA
0.54
NA
6/25/2013
NA
0.0402
NA
0.64
NA
12/5/2013
NA
0.134
NA
0.49
NA
11/17/2014
NA
0.126
NA
0.56
NA
11/2/2015
NA
0.0452
NA
0.67
NA
ODS Front Property
2/7/2013
NA
0.227
NA
0.36
NA
4/4/2013
NA
0.0511
NA
0.1
NA
6/25/2013
NA
0.196
NA
0.33
NA
12/5/2013
NA
0.0563
NA
0.18
NA
11/17/2014
NA
0.0347
NA
0.45
NA
4/15/2015
NA
0.0238
NA
0.056
NA
11/2/2015
NA
0.0616
NA
0.067
NA
6/6/2016
NA
0.0234
NA
0.12
NA
10/7/2016
NA
0.0196
NA
<0.05
NA
DWQ SW Benchmark Values
6 - 9
0.067 *
NA
2
100
Notes:
Parameters are reported in standard units (SU) or milligrams per liter (mg/L).
* - Based on water hardness value of 50 mg/L
TSS - Total Suspended Solids
NM - Not Measured
NA - Not Analyzed
ND - Not Detected
Bold values are above the NCDEQ Division of Water Quality (DWQ) Benchmark Value in the Stormwater Permit
TABLE 2
SUMMARY OF VISUAL STORMWATER MONITORING RESULTS
CARUS CORPORATION
181 Woodlawn Street, Belmont, North Carolina
Permit No. NCS000543
Sample
Outfall Date
Rainfall (inches)
Color
Visual Monitoring Parameters
Odor Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
Erosion or
Deposition
Other
OF -1 12/2/2009
2.84
Light brown
none
2
1
1
no
no
no
none
7/15/2011
0.08
Light brown
none
2
2
2
no
no
no
none
7/10/2012
0.33
Light brown
none
2
2
2
no
no
no
none
12/20/2012
0.20
Light brown
none
3
1
2
no
no
no
none
2/7/2013
0.11
Light brown
none
3
1
2
no
no
no
none
4/4/2013
0.52
Light brown
none
3
1
2
no
no
no
none
6/25/2013
0.32
Light brown
none
3
2
2
no
no
no
none
7/27/2013
0.53
Light brown
none
3
2
2
no
no
no
none
9/25/2013
0.17
Light brown
none
3
2
2
no
no
no
none
10/7/2013
0.89
Light brown
none
2
2
1
no
no
no
none
11/26/2013
0.58
Light brown
none
3
2
1
no
no
no
none
12/5/2013
0.38
Light brown
none
3
2
2
no
no
no
none
1/10/2014
0.35
Light brown
none
2
2
1
no
no
no
none
3/29/2014
0.18
Light brown
none
2
2
2
no
no
no
none
5/15/2014
0.84
Light brown
none
2
2
1
no
no
no
none
7/31/2014
0.56
Light brown
none
2
1
1
no
no
no
none
11/17/2014
0.38
Light brown
none
2
1
1
no
no
no
none
4/15/2015
0.47
Light brown
none
2
2
2
no
no
no
none
11/2/2015
1.50
Light brown
none
2
2
2
no
no
no
none
6/6/2016
0.47
Light brown
none
2
2
2
no
no
no
none
10/7/2016
0.40
Light brown
none
2
2
2
no
no
no
none
Notes.
Carus Corporation
181 Woodlawn Street, Belmont, Gaston County, NC
Permit #NCS000543
Several best management practices (BMPs) are currently in place at the facility to reduce the
exposure of stormwater to industrial activities. These BMPs are as follows:
- Containers of chemicals and oils are stored inside the building on concrete floors away
from doorways.
- Roofs / canopies are located over the loading / unloading areas / loading docks.
- Tanker trucks load/unload at two loading docks / areas. Drip containment troughs are
attached to the walls at the hose connections in the eastern and southern loading areas.
- A concrete containment area (pad and bermed area with ramp) is present at the
unloading/ loading area outside the southern portion of the manufacturing building. The
containment area is sloped towards the building. A trench drain is located along the
loading docks. The drain leads to two underground concrete sumps/pits outside the
southeast corner of the building. These sumps can be used to hold a spill and/or direct
the runoff to sanitary sewer or to the onsite stormwater retention basin.
- All totes/drums are emptied and lids/bungs placed on the container before placement
outside. Containers outside the building are located on asphalt. A stormwater drain /
catch basin is located in the vicinity of the dumpsters / tote storage areas. The drain leads
to a concrete lined stormwater retention basin.
- All stormwater on the site drains to a concrete -lined stormwater retention basin.
Rainwater is allowed to evaporate in the basin. Overflow occurs from the basin when
levels reach a certain level.
- No vehicle maintenance is performed on site.
- No vehicle washing is performed in the driveways and parking areas.
- Solid waste and materials to be recycled are placed in dumpsters that are located on
concrete pads or asphalt. No oils or chemicals are placed in the dumpsters. The
dumpsters are kept closed.
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 Stormwater Pollution Prevention Plan)
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.
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)