Loading...
HomeMy WebLinkAboutNCG030706_Representative Outfall Status Application_20200612McCoy, Suzanne Good Afternoon Suzanne, Please see the attached Representative Outfall Status application for Greenheck Fan Corporation COC: NCG030706. The facility is located at 1001 Commerce Center Drive, Shelby, NC 28150. A copy of the application is also being sent via certified mail to the address below. NC DEMLR Stormwater Program Mooresville Regional Office 610 East Center Ave. Mooresville, NC 28115 If additional information is needed during the review of the application, please contact me. Thank you, Samantha B. Schroeder— Environmental and Safety Compliance Consultant My office hours are Monday and Thursday 8:00 a.m. — 5:00 p.m. And remotely working Tuesday, Wednesday, and Friday 7:00 a.m. to 4:00 p.m. S ntha, Sehruede,r. a4�.3is�ar�ml r� 1�1r.sad9:uuu+.wait as.csYln lk."t �:77.7'A4715 715,..675- 978 cell. 719-5.74..1582 Connect with us: linkedin.com facebook.com insta ram.coml I............................................................1 f...................................................................]. f........................I Confidentiality Notice: This message is intended for the recipient only. If you have received this e-mail in error please disregard. 1 June 12, 2020 NC DEMLR Stormwater Program Mooresville Regional Office 610 East Center Ave. Mooresville, NC 28115 Subject: Representative Outfall Status (ROS) Request Greenheck Fan Corporation COC: NCG030706 1001 Commerce Center Drive Shelby, NC 28150 To Whom It May Concern: On behalf of Greenheck Fan Corporation, please find the enclosed "Representative Outfall Status (ROS) Request Form," two (2) copies of the facility site map, and a summary of monitoring results table to request ROS analytical sampling at Outfalls #2 and #3 at the property. The sampling evidence provided confirms all drainage areas are below benchmark parameters. The facility is regulated under General Permit No. NCG030000 "Metal Fabrication." Three (3) drainage areas with corresponding outfalls are present at the property (see enclosed site maps). No TMDLs or impairments are noted for the associated receiving waterbody beyond a statewide TMDL for mercury contaminated fish tissue. The majority of stormwater exposures are contained within drainage areas #2 and #3. There are no observed industrial exposures in Drainage Area # 1. Potential exposures within Drainage Area #2 include: 1) Erosion, 2) Trailer storage, and 3) Wood pallet storage. Potential exposures within Drainage Area #3 include: 1) Erosion, 2) Wood storage, 3) Dumpster storage, and 4) Loading dock areas. Drainage Area # 1 serves only as employee parking and is ancillary to associated industrial activity. The parking area is paved and surrounded by manicured grass. We are requesting ROS for Outfall #2 (Drainage Area #2) and Outfall #3 (Drainage Area #3) since all industrial activity occurs within © REI Engineering Inc. P:\9000-9099\9000 - Greenheck EHS\North Carolina\Shelby\BGNC TAP (Former Schletter)\Storm Water\Representative Outfall Status\9000NCTAPROS.docx these drainage areas and would be representative of the true industrial stormwater exposures at the site. A summary of monitoring results table is enclosed. The sampling event conducted on February 13, 2020 for all three outfalls demonstrated all measured parameters are within benchmark values. This has been the only sampling event to date. In summary, we are formally requesting analytical sampling requirements for Outfall #2 and Outfall #3. Outfalls #2 and #3 represent stormwater runoff from all industrial activities at the site. We request that analytical sampling is waived for Outfall # 1. All other permit requirements would apply to Outfall # 1. Please feel free to contact me with any questions at (715) 675-9784. A copy of this request has also been emailed to Suzanne McCoy at suzanne.mccoy_&ncdenr.gov as directed by your website. Sincerely, REI Engineering, Inc. Samantha B. Schroeder Environmental & Safety Consultant Enclosures © REI Engineering Inc. - 2 - P:\9000-9099\9000 - Greenheck EHS\North Carolina\Shelby\BGNC TAP (Former Schletter)\Storm Water\Representative Outfall Status\9000NCTAPROS.docx Division of Energy, Mineral & Land Resources K.Stormwater Program w National Pollutant Discharge Elimination System Environmental REPRESENTATIVE OUTFALL STATUS (ROS) Quality REQUEST FORM FOR AGENCY USE ONLY Date Received Year binnth Da If a facility is required to sample multiple discharge locations with very similar stormwater discharges, the permittee may petition the Director for Representative Outfall Status (ROS). DEQ may grant Representative Outfall Status if stormwater discharges from a single outfall are representative of discharges from multiple outfalls. Approved ROS will reduce the number of outfalls where analytical sampling requirements apply. If Representative Outfall Status is granted, ALL outfalls are still subject to the qualitative monitoring requirements of the facility's permit —unless otherwise allowed by the permit (such as NCG020000) and DEQ approval. The approval letter from DEQ must be kept on site with the facility's Stormwater Pollution Prevention Plan. The facility must notify DEQ in writing If any changes affect representative status. For questions, please contact the DEQ Regional Office for your area (see page 3). (Please print or type) 1) Enter the permit number to which this ROS request applies: Individual Permit (or) Certificate of Coverage N I c I s N I c I s 10 3 3 17 0 6 2) Facility Information: Owner/Facility Name Greenheck Fan Corporation Facility Contact Street Address City County Telephone No. Alex Roberts 1001 Commerce Center Drive Shelby Cleveland 704 476-3757 State NC E-mail Address Fax: ZIP Code 28150 alex.roberts(@_greenheck.com 3) List the representative outfall(s) information (attach additional sheets if necessary): Outfall(s) 2 & 3 is representative of Outfall(s) _1 _ Outfalls' drainage areas have the same or similar activities? ❑ Yes iX No Outfalls' drainage areas contain the same or similar materials? ❑ Yes K No Outfalls have similar monitoring results? X Yes ❑ No ❑ No data* Outfall(s) — is representative of Outfall(s) Outfalls' drainage areas have the same or similar activities? ❑ Yes ❑ No Outfalls' drainage areas contain the same or similar materials? ❑ Yes ❑ No Outfalls have similar monitoring results? ❑ Yes ❑ No ❑ No data* Outfall(s) is representative of outfall(s) Outfalls' drainage areas have the same or similar activities? ❑ Yes ❑ No Outfalls' drainage areas contain the same or similar materials? ❑ Yes ❑ No Outfalls have similar monitoring results? ❑ Yes ❑ No ❑ No data* *Non-compliance with analytical monitoring prior to this request may prevent ROS approval. Specific circumstances will be considered by the Regional Office responsible for review. Page 1 of 3 SWU-ROS-2009 Last revised 12/30/2009 Representative Outfall Status Request 4) Detailed explanation about why the outfalls above should be granted Representative Status: (Or, attach a letter or narrative to discuss this information.) For example, describe how activities and/or materials are similar. See letter 5) Certification: North Carolina General Statute 143-215.6 B(i) provides that: Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the [Environmental Management] Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed ten thousand dollars ($10,000). I hereby request Representative Outfall Status for my NPDES Permit. I understand that ALL outfalls are still subject to the qualitative monitoring requirements of the permit, unless otherwise allowed by the permit and regional office approval. I must notify DEQ in writing if any changes to the facility or its operations take place after ROS is granted that may affect this status. If ROS no longer applies, I understand I must resume monitoring of all outfalls as specified in my NPDES permit. I certify that I am familiar with the information contained in this application and that to the best of my knowledge and belief such information is true, complete, and accurate. Printed Name of Person Signing: Alex Roberts Title: Director of Manufacturing (Signature (Date Signed) Please note: This application for Representative Outfall Status is subject to approval by the NCDEQ Regional Office. The Regional Office may inspect your facility for compliance with the conditions of the permit prior to that approval. Final Checklist for ROS Re This application should include the following items: X This completed form. % Letter or narrative elaborating on the reasons why specified outfalls should be granted representative status, unless all information can be included in Question 4. 00 Two (2) copies of a site map of the facility with the location of all outfalls clearly marked, including the drainage areas, industrial activities, and raw materials/finished products within each drainage area. X Summary of results from monitoring conducted at the outfalls listed in Question 3. K Any other supporting documentation. Page 2 of 3 SWU-ROS-2009 Last revised 12/30/2009 Representative Outfall Status Request Mail the entire package to: NCDEQ DEMLR at the appropriate Regional Office (See map and addresses below) Notes The submission of this document does not guarantee Representative Outfall Status (ROS) will be granted as requested. Analytical monitoring as per your current permit must be continued, at all outfalls, until written approval of this request is granted by DEQ. Non-compliance with analytical monitoring prior to this request may prevent ROS approval. Specific circumstances will be considered by the Regional Office responsible for review. For questions, please contact the DEQ Regional Office for your area. Asheville Regional Office 2090 U.S. Highway 70 Swannanoa, NC 28778 Washington Regional Office 943 Washington Square Mall Phone (828) 296-4500 Washington, NC 27889 FAX (828) 299-7043 Phone (252) 946-6481 Fayetteville Regional Office FAX (252) 975-3716 Systel Building, 225 Green St., Suite 714 Wilmington Regional Office Fayetteville, NC 28301-5094 127 Cardinal Drive Extension Wilmington, NC 28405 Phone (910) 433-3300 FAX 910/ 486-0707 Phone (910) 796-7215 FAX (910) 350-2004 Mooresville Regional Office 610 East Center Ave. Winston-Salem Regional Office Mooresville, NC 28115 585 Waughtown Street Winston-Salem, NC 27107 Phone (704) 663-1699 Phone (336) 771-5000 FAX (704) 663-6040 Water Quality Main FAX (336) 771-4630 Raleigh Regional Office Central Office 1628 Mail Service Center 1612 Mail Service Center Raleigh, NC 27699-1628 Raleigh, NC 27699-1612 Phone (919) 791-4200 Phone (919) 807-6300 FAX (919) 571-4718 FAX (919) 807-6494 Page 3 of 3 SWU-ROS-2009 Last revised 12/30/2009 Summary of Monitoring Results Greenheck Fan Corporation 1001 Commerce Center Drive Shelby, NC 28150 Certificate of Coverage: NCG030706 Benchmarks for Permit No. NCG030000 Total Rainfall (in) Total Suspended (Solid) pH, Standard Units Total Copper (mg/L) Total Lead (mg/L) Total Zinc (mg/L) Non -Polar O&G (mg/L) Total Toxic Organics (mg/L) Outfall Date Sample Collected N/A 100 6.0-9.0 0.010 0.075 0.126 15 1 Outfall #1 2/13/2020 0.4 4.5 6.3 <0.0050* <0.0010* <0.010* <5.0* N/A Outfall #2 2/13/2020 0.4 7.5 6.4 <0.0050* <0.0010* 0.028 <5.0* N/A Outfall #3 2/13/2020 0.4 9.2 6.4 <0.0050* <0.0010* 0.016 <5.0* N/A * Below the Limit of Quantitation (LOQ) DRAINAGE AREA 21 DRAINAGE AREA #2 DRAINAGE AREA #3 PERVIOUS (S.F.) 67,453 143,045 171,798 IMPERVIOUS (S.F.) 74,291 108,289 105,176 TOTAL (S.F.) 141,744 251,334 276,974 Commerce Center Drive 60 R RIW (REF: PLAT BOOK SS PAGE 182) - MNEN c mEa Aa xU x m IRFF. PLAT BOOT! 3G PAGE 1.) n x r r lnE LINE a°.��v (PUBLIC STREET) s r c c / ' ` vr• REB44 TM - - z---x----x x'---x -a "--x----x x'----x -x x - - - . 1 .---- ate., - - - - - - - a�c vwE Nv ��_ 40 x x ' 61°IB'58'E c N10 UTILITY EASEMENT u .. .. ....... ........ fli9WA Nll ILW SULDINO SETBACK LINE.._...... x�--x .�- 3 _ 85.19 .......... ............... .............. ............. . ... ........... ... ..r. ......... � ....... _...... REF: NOTES DN PLAT BOON 35 PAGE IB3"' .... x'� f uEiE x ...�......._ ER M CU IOMIp m Y 100.00' nnv � ,� • i' STORAIWAIER I THE CIN (ff SHELBY RETEMroN PoxD I .. « �Q.g.. �. I a ■ x ��� �N- DB 15B8 PG 835 \ \ ..,-+ c 1 x Nw 3 - , f ... wRw —rz D cwcaETE cuABw t......+. 91GNAGE LOT,COMMON AREA .�•' _ ___ T .. OI®IO N "PLAT BOOK E I84 +/ aO / '• _ r • O Oi E1f®i0 O O e;a: 61© ©;®i01 a ei0'® f9 ®i0i ©®i®I®'®I®I ®'O O E9 EiI I . S r I I LPG �otrh 6 PAGE .. .. ..o ........ ♦ i. x + O I I I I PLA -OUTFALL #1 ESTIMATE ®ig1 I I I DRAINAGE a 35' 18' 24.8" of®101 elel® ®I® ®1®I®®elel®I®®®I®II®16n®IeI® o I 2� j, 36' 33.5" ! � -,- - - AREA #I ICe1 w—E ��.m / ` P ®®.®I � r °ER FRO.° E Q`p��AArr `` C • CONCRETE PAVEMEM 11 1 1 1�[TR A3PIW.T WiR1 CONCRETE CURBINGmU�➢TQV•NOTE: PLANS FOR PROPOSED STORM WATER Y OLI y§§ {@y wOOI� 1� 3' i PORTION OF METRNA DRIVE AND L01 N p�7/I FOR THE CRY OF SHELBY. ALL IMPROW D PALLET STORAGE *I �f/�i®i®i�i®�B1i®I's'10LxI�ydd' Ix /A1 RIGHT OF WAY. REFERENCE PLANS BY 12,07, 16. /� A;I LOT #1 15.00 Acres / JS. REFERENCE: PLAT BOOK 35 PAGE 182 8 183 Aa i � Ott j t R 10',UTILITY EASEMENT DRAT NAG . . 4w •,t" REF: NOTES ON PLAT 8001( 35 PMY I B`: AREA WC. TRAILER STORAGE # f Ic r / l PANEL A U I L #I N G P 1A' rouTsa o Eus1O s) / / / ASPHALT AYENENi ' ' 1001 COMMERCE CENTER DRIVE' WOOD STORAGE DRAINAGE NEx aR=L PROPOSED DUMPSTER STORAGE AREA #3°' OUT -ALL #2 EST iF o - s 35° 18' 19.91, / G NFR o o O ' LOflDIHO DOCK + ❑ y.x ' r TvSO./ i }'�\ All L '� DGC $ :y CONCRETE PAN:NENi SASPHALT MEN! 41, \ /9\ ' ` ram.:—xR. a La /+ ,/GAF t , ... ro�xlE.oran ...... N,wrTwx z H, .� w - SCALE ................. ...... / /' / CAL \ I,r aEANR' — — _ _ — — S 6310425'W / Na��',�����' OUTFALL #3 ESTIMATE GREENHECK CORPORATION ti,ozw .. 35° 18' 24.8° NREl 001 COMMERCE CENTER DRIVE -81° 36' 23.8° CIVIL & ENVIRONMENTAL SHELBY, NORTH CAROLINA fig' �g ENGINEERING, SURVEYING v / FIGURE 2 : SITE MAP PROJECT No. DRAWN BY: DATE: ORIGINAL MAPPING PROVIDD BY MANSOUR EDLIN CONSULTING, DATED 10/25/2013. FOR REFERENCE ONLY FEI Engineering, INc. 6016 STH 08/07/201 9 DRAINAGE AREA 21 DRAINAGE AREA #2 DRAINAGE AREA #3 PERVIOUS (S.F.) 67,453 143,045 171,798 IMPERVIOUS (S.F.) 74,291 108,289 105,176 TOTAL (S.F.) 141,744 251,334 276,974 Commerce Center Drive 60 R RIW (REF: PLAT BOOK SS PAGE 182) - MNEN c mEa Aa xU x m IRFF. PLAT BOOT! 3G PAGE 1.) n x r r lnE LINE a°.��v (PUBLIC STREET) s r c c / ' ` vr• REB44 TM - - z---x----x x'---x -a "--x----x x'----x -x x - - - . 1 .---- ate., - - - - - - - a�c vwE Nv ��_ 40 x x ' 61°IB'58'E c N10 UTILITY EASEMENT u .. .. ....... ........ fli9WA Nll ILW SULDINO SETBACK LINE.._...... x�--x .�- 3 _ 85.19 .......... ............... .............. ............. . ... ........... ... ..r. ......... � ....... _...... REF: NOTES DN PLAT BOON 35 PAGE IB3"' .... x'� f uEiE x ...�......._ ER M CU IOMIp m Y 100.00' nnv � ,� • i' STORAIWAIER I THE CIN (ff SHELBY RETEMroN PoxD I .. « �Q.g.. �. I a ■ x ��� �N- DB 15B8 PG 835 \ \ ..,-+ c 1 x Nw 3 - , f ... wRw —rz D cwcaETE cuABw t......+. 91GNAGE LOT,COMMON AREA .�•' _ ___ T .. OI®IO N "PLAT BOOK E I84 +/ aO / '• _ r • O Oi E1f®i0 O O e;a: 61© ©;®i01 a ei0'® f9 ®i0i ©®i®I®'®I®I ®'O O E9 EiI I . S r I I LPG �otrh 6 PAGE .. .. ..o ........ ♦ i. x + O I I I I PLA -OUTFALL #1 ESTIMATE ®ig1 I I I DRAINAGE a 35' 18' 24.8" of®101 elel® ®I® ®1®I®®elel®I®®®I®II®16n®IeI® o I 2� j, 36' 33.5" ! � -,- - - AREA #I ICe1 w—E ��.m / ` P ®®.®I � r °ER FRO.° E Q`p��AArr `` C • CONCRETE PAVEMEM 11 1 1 1�[TR A3PIW.T WiR1 CONCRETE CURBINGmU�➢TQV•NOTE: PLANS FOR PROPOSED STORM WATER Y OLI y§§ {@y wOOI� 1� 3' i PORTION OF METRNA DRIVE AND L01 N p�7/I FOR THE CRY OF SHELBY. ALL IMPROW D PALLET STORAGE *I �f/�i®i®i�i®�B1i®I's'10LxI�ydd' Ix /A1 RIGHT OF WAY. REFERENCE PLANS BY 12,07, 16. /� A;I LOT #1 15.00 Acres / JS. REFERENCE: PLAT BOOK 35 PAGE 182 8 183 Aa i � Ott j t R 10',UTILITY EASEMENT DRAT NAG . . 4w •,t" REF: NOTES ON PLAT 8001( 35 PMY I B`: AREA WC. TRAILER STORAGE # f Ic r / l PANEL A U I L #I N G P 1A' rouTsa o Eus1O s) / / / ASPHALT AYENENi ' ' 1001 COMMERCE CENTER DRIVE' WOOD STORAGE DRAINAGE NEx aR=L PROPOSED DUMPSTER STORAGE AREA #3°' OUT -ALL #2 EST iF o - s 35° 18' 19.91, / G NFR o o O ' LOflDIHO DOCK + ❑ y.x ' r TvSO./ i }'�\ All L '� DGC $ :y CONCRETE PAN:NENi SASPHALT MEN! 41, \ /9\ ' ` ram.:—xR. a La /+ ,/GAF t , ... ro�xlE.oran ...... N,wrTwx z H, .� w - SCALE ................. ...... / /' / CAL \ I,r aEANR' — — _ _ — — S 6310425'W / Na��',�����' OUTFALL #3 ESTIMATE GREENHECK CORPORATION ti,ozw .. 35° 18' 24.8° NREl 001 COMMERCE CENTER DRIVE -81° 36' 23.8° CIVIL & ENVIRONMENTAL SHELBY, NORTH CAROLINA fig' �g ENGINEERING, SURVEYING v / FIGURE 2 : SITE MAP PROJECT No. DRAWN BY: DATE: ORIGINAL MAPPING PROVIDD BY MANSOUR EDLIN CONSULTING, DATED 10/25/2013. FOR REFERENCE ONLY FEI Engineering, INc. 6016 STH 08/07/201 9