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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)