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HomeMy WebLinkAboutNCG120095_DMR_20240305 NC Department of Environmental Quality Received Winston-Salem/Forsyth County MAR 0 5 2024 lities Winston-Salem Water•Wastewater•Solid Waste Regional Office Old Salisbury Road Landfill, 3336 Old Salisbury Road,Winston-Salem,NC 27127 0:336-727-8000,F:336-661-4905,utilities.cityofws.org March 1,2024 Attn DEMLR Stormwater Program North Carolina Department of Environmental Quality Division of Mineral, Energy, and Land Resources, Stormwater Division Land Quality Section, Winston-Salem Regional Office 450 West Hanes Mill Road, Suite 300 Winston-Salem, NC 27105 (levi.hiatt@ncdenr.gov) Re: Monthly NPDES Compliance Submittal for January 2024 Old Salisbury Road Landfill, Forsyth County, North Carolina Permit No. NCG120095 To Whom It May Concern: As you are aware, the Winston-Salem/Forsyth County City/County Utilities Commission is monitoring stormwater under Permit No. NCG120095 at the Old Salisbury Road Landfill located at 3336 Old Salisbury Road in Winston-Salem, North Carolina (NC). Monthly monitoring was initiated following consecutive exceedances of the total suspended solids (TSS) benchmark at outfalls#1, #6, #7, and#11. The purpose of this correspondence is to provide the required reporting for January 2024. Quarterly samples were collected from monitoring points with discharge on January 9, 2024. During this event, nine outfalls (#1, #2, #3, #4, #5, #6, #7, #9, and #10) were sampled and two outfalls (#8 and #11) did not discharge and were not sampled. The required discharge monitoring report(DMR) is attached for the January 2024 event. The Commission is investigating the sources of exceedances of total suspended solids(TSS)for outfalls#6 and#7 and will document any necessary corrective actions. Also note that we are awaiting a response to our January 28, 2020, submittal related to non-routine testing as part of the Work Plan for fecal coliform exceedances.If you have any questions or require any additional information,please contact us.We appreciate your assistance with this project. Sincerely, WINSTON-SALEM/FORSYTH COU TY CITY/COUNTY UTILITIES COMMISSION (/61.4 Gordon Dively Solid Waste Operations Supervisor Attachment: DMR GIMMEED City Council:arsoMayor, tAWn d;Joiner;eff Denise D.,North enrMa Pro Kevin Mr,Ndy, Ward;Barbara Hanes Burke,cIplo,NortheasttWard;lmes C Clark,WesthWard; John C.Larson,South Ward;lerf Macintosh,Northwest Ward;Kevin Mundy,Southwest Ward;Annette Sclpplo,East Ward;lames Taylor.Jr.,Southeast Ward;City Manager: Lee D.Garrity County Commissioners:David R,Plyler,Chair;Don Martin,Vice Chair;Fleming EI.Amin;Ted Kaplan;Richard V.Linville;Tonya McDaniel;Gloria 0.Whisenhunt,County Call 311 or 336 127 8000 Manager:Dudley Watts,Ir. citylink@cityofws.org Winston-Salem/Forsyth County Ulllllym Comission:Randall S.runts,Chair;L Wesley Curtis,Jr.,Vice Chair;Harold E.Day;Tom Griffin;Yvonne H.Hines;Duane Long;Hugh ar In.n;a an h•i<Pa.4e.n....al,l n fee„an rl.arlo< n<nn all vnnoe. h., inston-Salern•Forsyth County /County Utilities C: Jamal Clark, Stormwater Operations Supervisor, City of Winston-Salem, Suite 232, City Hall, 101 N. Main Street, Winston-Salem, NC, 27101, P.O. Box 2511, Winston-Salem, NC, 27102-2511, ladontac@cityofws.org George Wegmann, WSP USA Inc., SB Oak Branch Drive, Greensboro, NC, 27047, george.wegmann@wsp.com 2 of Environm NCentalDepartment Quality NCDEQ Division of Energy, Mineral and Land Resources Received Stormwater Discharge Monitoring Report (DMR) Form for NCG120000 MAR 0 5 2024 Landfills Click here for instructions Winston-Salem Regional Office. Complete,sign,scan and submit the DMR via the Stormwater NPDES Permit Data Monitoring Report(DMR)Up oad form witn 30 days of receiving sampling results. Mail the original,signed hard copy of the DMR to the appropriate DEMLR Regional Office. Certificate of Coverage No. NCG12 0095 Person Collecting Samples: Johnathan Serencsics Facility Name: Old Salisbury Road Landfill Laboratory Name: Pace Analytical Facility County:Forsyth Laboratory Cert. No.: NC633 Discharge during this period:❑✓ Yes ❑ No (if no,skip to signature and date) Has your facility implemented mandatory Tier response actions this sample period for any benchmark exceedances?❑Yes ❑✓ No If so,which Tier(I,II,or III)? II A copy of this DMR has been uploaded electronically via https://edocs.deq.nc.gov/Forms/SW-DMR ❑Yes ❑✓ No Date Uploaded: Analytical Monitoring Requirements for Outfalls with Industrial Activities—Benchmarks in(Red) Parameter Parameter Outfall #1 Outfall#2 Outfall#3 Outfall#4 Outfall#5 Code N/A Receiving Stream Class C C C C C N/A Date Sample Collected MM/DD/YYYY 01/09/2024 01/09/2024 01/09/2024 01/09/2024 01/09/2024 46529 24-Hour Rainfall in inches 2.30 2.30 2.30 _ 2.30 2.30 C0530 TSS in mg/L(100 or 50*) 98.4 5.2 6.2 3.9 24.8 00400 pH in standard units(6,0-9.0) 7.16 7.11 7.17 7.40 7.26 00340 Chemical Oxygen Demand in mg/L (120) 64.7 57.7 43.9 39.2 50.8 31616 Fecal Coliform in q per 100 ml(1000) 261 840 309 71.0 70.0 Additional parameters for outfalls in drainage areas that use>55 gallons per month of new hydraulic oil on average 00552 Non-Polar Oil&Grease in mg/L(15) - NCOIL Estimated New Motor/Hydraulic Oil Usage in gal/month *Outfalls to Outstanding Resource Waters(ORW), High Quality Waters(HOW),Trout Waters(Tr)and Primary Nursery Areas(PNA) have a benchmark TSS limit of 50 mg/L.All other water classifications have a benchmark of 100 mg/L Notes( optional):continued on next page "I certify by my signature below,under penalty of law,that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,true,accurate,and complete.I am aware that there are significant penalties for submitting false information,including the possibility of fines and imprisonment for knowing violations." Signature of Permittee or Delegated Authorized Individual Date Email Address charlesgd@cityofws.org Phone Number 336-734-1502 NC Department of Environmental Quality NCDEQ Division of Energy,Mineral and Land Resources Received Stormwater Discharge Monitoring Report(DMR)Form for NCG1200VAR 0 5 2024 Landfills Click here for instructions Winston-Salem Rt Ptoi rdi-eff ice Complete,sign, scan and submit the DMR via the Stormwater NPDES Permit Data Monitoring ReportjDMl2 Upload form within 30 days of receiving sampling results. Mail the original, signed hard copy of the DMR to the appropriate DEMLR Regional Office. Certificate of Coverage No. NCG12 0095 Person Collecting Samples:Johnathan Serencsics Facility Name: Old Salisbury Road Landfill Laboratory Name:Pace Analytical Facility County:Forsyth Laboratory Cert. No.: NC633 Discharge during this period:❑✓ Yes ❑No (if no,skip to signature and date) Has your facility implemented mandatory Tier response actions this sample period for any benchmark exceedances?❑Yes ❑✓ No If so,which Tier(I,II,or III)? II A copy of this DMR has been uploaded electronically via https://edocs.deq.nc.gov/Forms/SW-DMR ❑Yes ❑✓ No Date Uploaded: Analytical Monitoring Requirements for Outfalls with Industrial Activities—Benchmarks in(Red) Parameter Parameter Outfall #6 Outfall #7 Outfall#9 Outfall#10 Outfall Code N/A Receiving Stream Class C C C C N/A Date Sample Collected MM/DD/YYYY 01/09/2024 01/09/2024 01/09/2024 01/09/2024 46529 24-Hour Rainfall in inches 2.30 2.30 2.30 2.30 C0530 TSS in mg/L(100 or 50*) 384 960 4.8 20.1 00400 pH in standard units(6.0—9.0) 7.69 7.67 _8.60 7.64 _ 00340 Chemical Oxygen Demand in mg/L (120) 30.0 48.5 30.0 55.4 31616 Fecal Coliform in#per 100 ml(1000) 833 1370 204 65.0 Additional parameters for outfalls in drainage areas that use>55 gallons per month of new hydraulic oil on average 00552 Non-Polar Oil&Grease in mg/L(15) - NCOIL Estimated New Motor/Hydraulic Oil - Usage in gal/month * Outfalls to Outstanding Resource Waters(ORW), High Quality Waters(HQW),Trout Waters(Tr)and Primary Nursery Areas(PNA) have a benchmark TSS limit of 50 mg/L.All other water classifications have a benchmark of 100 mg/L Notes(optional): "I certify by my signature below, under penalty of law,that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted.Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,true,accurate,and complete.I am aware that there are significant penalties for submitting false information,indudi the ossibility of fines and imprisonment for knowing violations." �t 1 3�r 12.49z1 y . Signature of Permittee or D legated Authorized Individual Date Email Address charlesgd@cityofws.org Phone Number 336-734-1502 Pace Analytical Services,LLC 9800 Kincey Ave. Suite 100 7/pace® Huntersville,NC 28078 (704)875-9092 January 16, 2024 Ben Draper WSP 5B Oak Branch Drive Greensboro, NC 27407 RE: Project: Old Salisbury Road Pace Project No.: 92707300 Dear Ben Draper: Enclosed are the analytical results for sample(s)received by the laboratory on January 09,2024. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual,where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services-Asheville • Pace Analytical Services-Eden If you have any questions concerning this report, please feel free to contact me. Sincerely, langdit Angela Baioni angela.baioni@pacelabs.com 612-473-6801 Project Manager Enclosures cc: George Wegmann,WSP USA, Inc. 2 '` REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, without the written consent of Pace Analytical Services,LLC. Page 1 of 24 Pace Analytical Services,LLC Pace® .�c ® 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 (704)875-9092 CERTIFICATIONS Project: Old Salisbury Road Pace Project No.: 92707300 Pace Analytical Services Asheville 2225 Riverside Drive,Asheville,NC 28804 South Carolina Laboratory ID:99030 Florida/NELAP Certification#: E87648 South Carolina Certification#:99030001 North Carolina Drinking Water Certification#:37712 Virginia/VELAP Certification#:460222 North Carolina Wastewater Certification#:40 Pace Analytical Services Eden 205 East Meadow Road Suite A,Eden,NC 27288 North Carolina Wastewater Certification#:633 North Carolina Drinking Water Certification#:37738 Virginia/VELAP Certification#:460025 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, without the written consent of Pace Analytical Services,LLC. Page 2 of 24 Pace Analytical Services,LLC 9800 KinceyAve. Suite 100 ace. Huntersville,NC 28078 (704)875-9092 SAMPLE ANALYTE COUNT Project: Old Salisbury Road Pace Project No.: 92707300 Analytes Lab ID Sample ID Method Analysts Reported Laboratory 92707300001 SDO-1 SM 2540D-2015 WE 1 PASI-E SM 9222D-2015 DAW 1 PASI-E SM 5220D-2011 JP1 1 PASI-A 92707300002 SDO-2 SM 2540D-2015 WE 1 PASI-E SM 9222D-2015 DAW 1 PASI-E SM 5220D-2011 JP1 1 PASI-A 92707300003 SDO-3 SM 2540D-2015 WE 1 PASI-E SM 9222D-2015 DAW 1 PASI-E SM 5220D-2011 JP1 1 PASI-A 92707300004 SDO-4 SM 2540D-2015 WE 1 PASI-E SM 9222D-2015 DAW 1 PASI-E SM 5220D-2011 JP1 1 PASI-A 92707300005 SDO-5 SM 2540D-2015 WE 1 PASI-E SM 9222D-2015 DAW 1 PASI-E SM 5220D-2011 JP1 1 PASI-A 92707300006 SDO-6 SM 2540D-2015 WE 1 PASI-E SM 9222D-2015 DAW 1 PASI-E SM 5220D-2011 JP1 1 PASI-A 92707300007 SDO-7 SM 2540D-2015 WE 1 PASI-E SM 9222D-2015 DAW 1 PASI-E SM 5220D-2011 JP1 1 PASI-A 92707300008 SDO-9 SM 2540D-2015 WE 1 PASI-E SM 9222D-2015 DAW 1 PASI-E SM 5220D-2011 JP1 1 PASI-A 92707300009 SDO-10 SM 25400-2015 WE 1 PASI-E SM 9222D-2015 DAW 1 PASI-E SM 5220D-2011 JP1 1 PASI-A PASI-A=Pace Analytical Services-Asheville PASI-E=Pace Analytical Services-Eden REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, without the written consent of Pace Analytical Services,LLC. Page 3 of 24 Pace Analytical Services,LLC ace. 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Old Salisbury Road Pace Project No.: 92707300 Sample: SDO-1 Lab ID: 92707300001 Collected: 01/09/24 10:55 Received: 01/09/24 11:57 Matrix: Water Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual 2540D Total Suspended Solids Analytical Method:SM 2540D-2015 Pace Analytical Services-Eden Total Suspended Solids 98.4 mg/L 13.2 1 01/10/24 13:05 MBIO 9222D Fecal Coliform EDN Analytical Method:SM 9222D-2015 Preparation Method:SM 9222D-2015 Pace Analytical Services-Eden Fecal Coliforms 261 CFU/100 mL 1.0 1 01/09/24 16:59 01/10/24 15:29 D6 5220D COD Analytical Method:SM 5220D-2011 Preparation Method:SM 5220D-2011 Pace Analytical Services-Asheville Chemical Oxygen Demand 64.7 mg/L 25.0 1 01/13/24 02:34 01/13/24 05:36 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/16/2024 09:34 AM without the written consent of Pace Analytical Services,LLC. Page 4 of 24 Pace Analytical Services,LLC ace 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Old Salisbury Road Pace Project No.: 92707300 Sample: SDO-2 Lab ID: 92707300002 Collected: 01/09/24 10:45 Received: 01/09/24 11:57 Matrix: Water Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual 2540D Total Suspended Solids Analytical Method:SM 2540D-2015 Pace Analytical Services-Eden Total Suspended Solids 5.2 mg/L 2.5 1 01/10/24 13:08 MBIO 9222D Fecal Coliform EDN Analytical Method:SM 9222D-2015 Preparation Method:SM 9222D-2015 Pace Analytical Services-Eden Fecal Coliforms 840 CFU/100 mL 1.0 1 01/09/24 16:59 01/10/24 15:29 D6 5220D COD Analytical Method:SM 5220D-2011 Preparation Method:SM 5220D-2011 Pace Analytical Services-Asheville Chemical Oxygen Demand 57.7 mg/L 25.0 1 01/13/24 02:34 01/13/24 05:36 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/16/2024 09:34 AM without the written consent of Pace Analytical Services,LLC. Page 5 of 24 Pace Analytical Services,LLC ace9800 Kincey Ave. Suite 100 Huntersville,NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Old Salisbury Road Pace Project No.: 92707300 Sample: SDO-3 Lab ID: 92707300003 Collected: 01/09/24 10:26 Received: 01/09/24 11:57 Matrix: Water Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual 2540D Total Suspended Solids Analytical Method:SM 2540D-2015 Pace Analytical Services-Eden Total Suspended Solids 6.2 mg/L 2.8 1 01/10/24 13:03 MBIO 9222D Fecal Coliform EDN Analytical Method:SM 9222D-2015 Preparation Method:SM 9222D-2015 Pace Analytical Services-Eden Fecal Coliforms 309 CFU/100 mL 1.0 1 01/09/24 16:34 01/10/24 15:29 D6 5220D COD Analytical Method:SM 5220D-2011 Preparation Method:SM 5220D-2011 Pace Analytical Services-Asheville Chemical Oxygen Demand 43.9 mg/L 25.0 1 01/13/24 02:34 01/13/24 05:36 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/16/2024 09:34 AM without the written consent of Pace Analytical Services,LLC. Page 6 of 24 Pace Analytical Services,LLC Pace. 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Old Salisbury Road Pace Project No.: 92707300 Sample: SDO-4 Lab ID: 92707300004 Collected: 01/09/24 10:13 Received: 01/09/24 11:57 Matrix: Water Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual 2540D Total Suspended Solids Analytical Method:SM 2540D-2015 Pace Analytical Services-Eden Total Suspended Solids 3.9 mg/L 2.5 1 01/10/24 10:04 MBIO 9222D Fecal Coliform EDN Analytical Method:SM 9222D-2015 Preparation Method:SM 9222D-2015 Pace Analytical Services-Eden Fecal Coliforms 71.0 CFU/100 mL 1.0 1 01/09/24 16:34 01/10/24 15:29 D6 5220D COD Analytical Method:SM 5220D-2011 Preparation Method:SM 5220D-2011 Pace Analytical Services-Asheville Chemical Oxygen Demand 39.2 mg/L 25.0 1 01/13/24 02:34 01/13/24 05:37 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/16/2024 09:34 AM without the written consent of Pace Analytical Services,LLC. Page 7 of 24 Pace Analytical Services,LLC Pace® 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Old Salisbury Road Pace Project No.: 92707300 Sample: SDO-5 Lab ID: 92707300005 Collected: 01/09/24 09:57 Received: 01/09/24 11:57 Matrix: Water Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual 2540D Total Suspended Solids Analytical Method:SM 2540D-2015 Pace Analytical Services-Eden Total Suspended Solids 24.8 mg/L 7.0 1 01/10/24 15:07 MBIO 9222D Fecal Coliform EDN Analytical Method:SM 9222D-2015 Preparation Method:SM 9222D-2015 Pace Analytical Services-Eden Fecal Coliforms 70.0 CFU/100 mL 1.0 1 01/09/24 16:34 01/10/24 15:29 D6 5220D COD Analytical Method:SM 5220D-2011 Preparation Method:SM 5220D-2011 Pace Analytical Services-Asheville Chemical Oxygen Demand 50.8 mg/L 25.0 1 01/13/24 02:34 01/13/24 05:37 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/16/2024 09:34 AM without the written consent of Pace Analytical Services,LLC. Page 8 of 24 Pace Analytical Services,LLC ace. 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Old Salisbury Road Pace Project No.: 92707300 Sample: SDO-6 Lab ID: 92707300006 Collected: 01/09/24 09:04 Received: 01/09/24 11:57 Matrix: Water Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual 2540D Total Suspended Solids Analytical Method:SM 2540D-2015 Pace Analytical Services-Eden Total Suspended Solids 384 mg/L 26.3 1 01/10/24 13:09 MBIO 9222D Fecal Coliform EDN Analytical Method:SM 9222D-2015 Preparation Method:SM 9222D-2015 Pace Analytical Services-Eden Fecal Coliforms 833 CFU/100 mL 1.0 1 01/09/24 15:57 01/10/24 15:29 D6 5220D COD Analytical Method:SM 5220D-2011 Preparation Method:SM 5220D-2011 Pace Analytical Services-Asheville Chemical Oxygen Demand 30.0 mg/L 25.0 1 01/13/24 02:34 01/13/24 05:37 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/16/2024 09:34 AM without the written consent of Pace Analytical Services,LLC. Page 9 of 24 Pace Analytical Services,LLC ace. 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Old Salisbury Road Pace Project No.: 92707300 Sample: SDO-7 Lab ID: 92707300007 Collected: 01/09/24 08:50 Received: 01/09/24 11:57 Matrix: Water Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual 2540D Total Suspended Solids Analytical Method:SM 2540D-2015 Pace Analytical Services-Eden Total Suspended Solids 960 mg/L 41.7 1 01/10/24 10:00 MBIO 9222D Fecal Coliform EDN Analytical Method:SM 9222D-2015 Preparation Method:SM 9222D-2015 Pace Analytical Services-Eden Fecal Coliforms 1370 CFU/100 mL 1.0 1 01/09/24 15:31 01/10/24 15:29 D6 5220D COD Analytical Method:SM 5220D-2011 Preparation Method:SM 5220D-2011 Pace Analytical Services-Asheville Chemical Oxygen Demand 48.5 mg/L 25.0 1 01/13/24 02:34 01/13/24 05:38 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/16/2024 09:34 AM without the written consent of Pace Analytical Services,LLC. Page 10 of 24 Pace Analytical Services,LLC ace' 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Old Salisbury Road Pace Project No.: 92707300 Sample: SDO-9 Lab ID: 92707300008 Collected: 01/09/24 08:15 Received: 01/09/24 11:57 Matrix: Water Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual 2540D Total Suspended Solids Analytical Method:SM 2540D-2015 Pace Analytical Services-Eden Total Suspended Solids 4.8 mg/L 2.5 1 01/10/24 16:41 MBIO 9222D Fecal Coliform EDN Analytical Method:SM 9222D-2015 Preparation Method:SM 9222D-2015 Pace Analytical Services-Eden Fecal Coliforms 204 CFU/100 mL 1.0 1 01/09/24 15:31 01/10/24 15:29 D6 5220D COD Analytical Method:SM 5220D-2011 Preparation Method:SM 5220D-2011 Pace Analytical Services-Asheville Chemical Oxygen Demand 30.0 mg/L 25.0 1 01/13/24 02:34 01/13/24 05:38 M1,R1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/16/2024 09:34 AM without the written consent of Pace Analytical Services,LLC. Page 11 of 24 Pace Analytical Services,LLC ace. 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: Old Salisbury Road Pace Project No.: 92707300 Sample: SDO-10 Lab ID: 92707300009 Collected: 01/09/24 09:25 Received: 01/09/24 11:57 Matrix: Water Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual 2540D Total Suspended Solids Analytical Method:SM 2540D-2015 Pace Analytical Services-Eden Total Suspended Solids 20.1 mg/L 3.5 1 01/10/24 13:09 MBIO 9222D Fecal Coliform EDN Analytical Method:SM 9222D-2015 Preparation Method:SM 9222D-2015 Pace Analytical Services-Eden Fecal Coliforms 65.0 CFU/100 mL 1.0 1 01/09/24 15:57 01/10/24 15:29 D6 5220D COD Analytical Method:SM 5220D-2011 Preparation Method:SM 5220D-2011 Pace Analytical Services-Asheville Chemical Oxygen Demand 55.4 mg/L 25.0 1 01/13/24 02:34 01/13/24 05:39 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/16/2024 09:34 AM without the written consent of Pace Analytical Services,LLC. Page 12 of 24 Pace Analytical Services,LLC (Lace 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Old Salisbury Road Pace Project No.: 92707300 QC Batch: 824374 Analysis Method: SM 2540D-2015 QC Batch Method: SM 2540D-2015 Analysis Description: 2540D Total Suspended Solids Laboratory: Pace Analytical Services-Eden Associated Lab Samples: 92707300004,92707300007 METHOD BLANK: 4264162 Matrix: Water Associated Lab Samples: 92707300004,92707300007 Blank Reporting Parameter Units Result Limit Analyzed Qualifiers Total Suspended Solids mg/L ND 2.5 01/10/24 09:58 LABORATORY CONTROL SAMPLE: 4264163 Spike LCS LCS %Rec Parameter Units Conc. Result %Rec Limits Qualifiers Total Suspended Solids mg/L 250 242 97 90-110 SAMPLE DUPLICATE: 4264164 92707302003 Dup Parameter Units Result Result RPD Qualifiers Total Suspended Solids mg/L 6500 7060 8 SAMPLE DUPLICATE: 4264165 92707300007 Dup Parameter Units Result Result RPD Qualifiers Total Suspended Solids mg/L 960 987 3 Results presented on this page are in the units indicated by the"Units"column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/16/2024 09:34 AM without the written consent of Pace Analytical Services,LLC. Page 13 of 24 Pace Analytical Services,LLC (/ ace 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Old Salisbury Road Pace Project No.: 92707300 QC Batch: 824378 Analysis Method: SM 2540D-2015 QC Batch Method: SM 2540D-2015 Analysis Description: 2540D Total Suspended Solids Laboratory: Pace Analytical Services-Eden Associated Lab Samples: 92707300001,92707300002,92707300003,92707300006,92707300009 METHOD BLANK: 4264195 Matrix: Water Associated Lab Samples: 92707300001,92707300002,92707300003,92707300006,92707300009 Blank Reporting Parameter Units Result Limit Analyzed Qualifiers Total Suspended Solids mg/L ND 2.5 01/10/24 13:02 LABORATORY CONTROL SAMPLE: 4264196 Spike LCS LCS %Rec Parameter Units Conc. Result %Rec Limits Qualifiers Total Suspended Solids mg/L 250 236 94 90-110 SAMPLE DUPLICATE: 4264197 92707302001 Dup Parameter Units Result Result RPD Qualifiers Total Suspended Solids mg/L 149 145 3 SAMPLE DUPLICATE: 4264198 92707377001 Dup Parameter Units Result Result RPD Qualifiers Total Suspended Solids mg/L 1750 1980 12 Results presented on this page are in the units indicated by the"Units"column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/16/2024 09:34 AM without the written consent of Pace Analytical Services,LLC. Page 14 of 24 Pace Analytical Services,LLC Pace® 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Old Salisbury Road Pace Project No.: 92707300 QC Batch: 824607 Analysis Method: SM 2540D-2015 QC Batch Method: SM 2540D-2015 Analysis Description: 2540D Total Suspended Solids Laboratory: Pace Analytical Services-Eden Associated Lab Samples: 92707300005 METHOD BLANK: 4265244 Matrix: Water Associated Lab Samples: 92707300005 Blank Reporting Parameter Units Result Limit Analyzed Qualifiers Total Suspended Solids mg/L ND 2.5 01/10/24 15:00 LABORATORY CONTROL SAMPLE: 4265245 Spike LCS LCS %Rec Parameter Units Conc. Result %Rec Limits Qualifiers Total Suspended Solids mg/L 250 232 93 90-110 SAMPLE DUPLICATE: 4265246 92707302002 Dup Parameter Units Result Result RPD Qualifiers Total Suspended Solids mg/L 545 546 0 SAMPLE DUPLICATE: 4265247 92707391002 Dup Parameter Units Result Result RPD Qualifiers Total Suspended Solids mg/L 158 160 1 Results presented on this page are in the units indicated by the"Units"column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/16/2024 09:34 AM without the written consent of Pace Analytical Services,LLC. Page 15 of 24 Pace Analytical Services,LLC 9800 KinceyAve. Suite 100 ( ace�, Huntersville,NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Old Salisbury Road Pace Project No.: 92707300 QC Batch: 824620 Analysis Method: SM 2540D-2015 QC Batch Method: SM 2540D-2015 Analysis Description: 2540D Total Suspended Solids Laboratory: Pace Analytical Services-Eden Associated Lab Samples: 92707300008 METHOD BLANK: 4265409 Matrix: Water Associated Lab Samples: 92707300008 Blank Reporting Parameter Units Result Limit Analyzed Qualifiers Total Suspended Solids mg/L ND 2.5 01/10/24 16:35 LABORATORY CONTROL SAMPLE: 4265410 Spike LCS LCS %Rec Parameter Units Conc. Result %Rec Limits Qualifiers Total Suspended Solids mg/L 250 236 94 90-110 SAMPLE DUPLICATE: 4265411 92707429002 Dup Parameter Units Result Result RPD Qualifiers Total Suspended Solids mg/L 83.6 84.4 1 SAMPLE DUPLICATE: 4265412 92707425001 Dup Parameter Units Result Result RPD Qualifiers Total Suspended Solids mg/L 103 115 12 Results presented on this page are in the units indicated by the"Units"column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/16/2024 09:34 AM without the written consent of Pace Analytical Services,LLC. Page 16 of 24 e Analytical Services,LLC ( ace 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Old Salisbury Road Pace Project No.: 92707300 QC Batch: 824410 Analysis Method: SM 9222D-2015 QC Batch Method: SM 9222D-2015 Analysis Description: 9222D Fecal Coliform(MF)-EDN Laboratory: Pace Analytical Services-Eden Associated Lab Samples: 92707300001,92707300002,92707300003,92707300004,92707300005,92707300006,92707300007, 92707300008,92707300009 METHOD BLANK: 4264306 Matrix: Water Associated Lab Samples: 92707300001,92707300002,92707300003,92707300004,92707300005,92707300006,92707300007, 92707300008,92707300009 Blank Reporting Parameter Units Result Limit Analyzed Qualifiers Fecal Coliforms CFU/100 mL ND 1.0 01/10/24 15:29 METHOD BLANK: 4264307 Matrix: Water Associated Lab Samples: 92707300001,92707300002,92707300003,92707300004,92707300005,92707300006,92707300007, 92707300008,92707300009 Blank Reporting Parameter Units Result Limit Analyzed Qualifiers Fecal Coliforms CFU/100 mL ND 1.0 01/10/24 15:29 METHOD BLANK: 4264308 Matrix: Water Associated Lab Samples: 92707300001,92707300002,92707300003,92707300004,92707300005,92707300006,92707300007, 92707300008,92707300009 Blank Reporting Parameter Units Result Limit Analyzed Qualifiers Fecal Coliforms CFU/100 mL ND 1.0 01/10/24 15:29 METHOD BLANK: 4264311 Matrix: Water Associated Lab Samples: 92707300001,92707300002,92707300003,92707300004,92707300005,92707300006,92707300007, 92707300008,92707300009 Blank Reporting Parameter Units Result Limit Analyzed Qualifiers Fecal Coliforms CFU/100 mL ND 1.0 01/10/24 15:29 METHOD BLANK: 4264312 Matrix: Water Associated Lab Samples: 92707300001,92707300002,92707300003,92707300004,92707300005,92707300006,92707300007, 92707300008,92707300009 Blank Reporting Parameter Units Result Limit Analyzed Qualifiers Fecal Coliforms CFU/100 mL ND 1.0 01/10/24 15:29 Results presented on this page are in the units indicated by the"Units"column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/16/2024 09:34 AM without the written consent of Pace Analytical Services,LLC. Page 17 of 24 Pace Analytical Services,LLC Pace 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Old Salisbury Road Pace Project No.: 92707300 SAMPLE DUPLICATE: 4264309 92707300004 Dup Parameter Units Result Result RPD Qualifiers Fecal Coliforms CFU/100 mL 71.0 76.0 7 D6 SAMPLE DUPLICATE: 4264310 92707300003 Dup Parameter Units Result Result RPD Qualifiers Fecal Coliforms CFU/100 mL 309 420 30 D6 Results presented on this page are in the units Indicated by the"Units"column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/16/2024 09:34 AM without the written consent of Pace Analytical Services,LLC. Page 18 of 24 Pace Analytical Services,LLC ae® 9800 Kincey Ave. Suite 100 V a Huntersville,NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: Old Salisbury Road Pace Project No.: 92707300 QC Batch: 825329 Analysis Method: SM 5220D-2011 QC Batch Method: SM 5220D-2011 Analysis Description: 5220D COD Laboratory: Pace Analytical Services-Asheville Associated Lab Samples: 92707300001,92707300002,92707300003,92707300004,92707300005,92707300006,92707300007, 92707300008,92707300009 METHOD BLANK: 4269127 Matrix: Water Associated Lab Samples: 92707300001,92707300002,92707300003,92707300004,92707300005,92707300006,92707300007, 92707300008,92707300009 Blank Reporting Parameter Units Result Limit Analyzed Qualifiers Chemical Oxygen Demand mg/L ND 25.0 01/13/24 05:34 LABORATORY CONTROL SAMPLE: 4269128 Spike LCS LCS %Rec Parameter Units Conc. Result %Rec Limits Qualifiers Chemical Oxygen Demand mg/L 750 759 101 90-110 MATRIX SPIKE&MATRIX SPIKE DUPLICATE: 4269129 4269130 MS MSD 92707199001 Spike Spike MS MSD MS MSD %Rec Parameter Units Result Conc. Conc. Result Result %Rec %Rec Limits RPD Qual Chemical Oxygen Demand mg/L ND 100 100 120 118 109 106 90-110 2 MATRIX SPIKE&MATRIX SPIKE DUPLICATE: 4269131 4269132 MS MSD 92707300008 Spike Spike MS MSD MS MSD %Rec Parameter Units Result Conc. Conc. Result Result %Rec %Rec Limits RPD Qual Chemical Oxygen Demand mg/L 30.0 100 100 141 160 111 130 90-110 12 M1,R1 Results presented on this page are In the units indicated by the"Units"column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/16/2024 09:34 AM without the written consent of Pace Analytical Services,LLC. Page 19 of 24 Pace Analytical Services,LLC 9800 KinceyAve. Suite 100 aceo Hunte sville,NC 28078 (704)875-9092 QUALIFIERS Project: Old Salisbury Road Pace Project No.: 92707300 DEFINITIONS DF-Dilution Factor,if reported,represents the factor applied to the reported data due to dilution of the sample aliquot. ND-Not Detected at or above adjusted reporting limit. TNTC-Too Numerous To Count J-Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. MDL-Adjusted Method Detection Limit. PQL-Practical Quantitation Limit. RL-Reporting Limit-The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S-Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270.The result for each analyte is a combined concentration. Consistent with EPA guidelines,unrounded data are displayed and have been used to calculate%recovery and RPD values. LCS(D)-Laboratory Control Sample(Duplicate) MS(D)-Matrix Spike(Duplicate) DUP-Sample Duplicate RPD-Relative Percent Difference NC-Not Calculable. SG-Silica Gel-Clean-Up U-Indicates the compound was analyzed for,but not detected. Acid preservation may not be appropriate for 2 Chloroethylvinyl ether. A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA Method 8260. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting.Therefore,calculated parameters that are typically reported as "Total"may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited.Contact your Pace PM for the current list of accredited analytes. TNI-The NELAC Institute. ANALYTE QUALIFIERS D6 The precision between the sample and sample duplicate exceeded laboratory control limits. M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample(LCS)recovery. R1 RPD value was outside control limits. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/16/2024 09:34 AM without the written consent of Pace Analytical Services,LLC. Page 20 of 24 Pace Analytical Services,LLC ace. 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 (704)875-9092 QUALITY CONTROL DATA CROSS REFERENCE TABLE Project: Old Salisbury Road Pace Project No.: 92707300 Analytical Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch 92707300001 SDO-1 SM 2540D-2015 824378 92707300002 SDO-2 SM 25400-2015 824378 92707300003 SDO-3 SM 25400-2015 824378 92707300004 SDO-4 SM 25400-2015 824374 92707300005 SDO-5 SM 2540D-2015 824607 92707300006 SDO-6 SM 2540D-2015 824378 92707300007 SDO-7 SM 25400-2015 824374 92707300008 SDO-9 SM 2540D-2015 824620 92707300009 SDO-10 SM 2540D-2015 824378 92707300001 SDO-1 SM 92220-2015 824410 SM 9222D-2015 824411 92707300002 SDO-2 SM 9222D-2015 824410 SM 92220-2015 824411 92707300003 SDO-3 SM 9222D-2015 824410 SM 92220-2015 824411 92707300004 SDO-4 SM 9222D-2015 824410 SM 92220-2015 824411 92707300005 SDO-5 SM 92220-2015 824410 SM 92220-2015 824411 92707300006 SDO-6 SM 92220-2015 824410 SM 92220-2015 824411 92707300007 SDO-7 SM 92220-2015 824410 SM 92220-2015 824411 92707300008 SDO-9 SM 92220-2015 824410 SM 9222D-2015 824411 92707300009 SDO-10 SM 92220-2015 824410 SM 92220-2015 824411 92707300001 SDO-1 SM 52200-2011 825329 SM 52200-2011 825343 • 92707300002 SDO-2 SM 52200-2011 825329 SM 52200-2011 825343 92707300003 SDO-3 SM 52200-2011 825329 SM 5220D-2011 825343 92707300004 SDO-4 SM 52200-2011 825329 SM 52200-2011 825343 92707300005 SDO-5 SM 52200-2011 825329 SM 52200-2011 825343 92707300006 SDO-6 SM 5220D-2011 825329 SM 52200-2011 825343 92707300007 SDO-7 SM 5220D-2011 825329 SM 52200-2011 825343 92707300008 SDO-9 SM 52200-2011 825329 SM 52200-2011 825343 92707300009 SDO-10 SM 52200-2011 825329 SM 52200-2011 825343 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/16/2024 09:34 AM without the written consent of Pace Analytical Services,LLC. 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A Spa+ a `n ��-- a v CC a 2 p p c c c 1 = IdW00=0 8#210.J) 3dA134d1VS W 0 \c, J{ i' o Nie of sepom Plie^eas) Sao XINIVW a O E N CDL O 0 2 Z it 12. $ r33 ga Zo g to a ,7 v a] a a, a - V 7 €33a�,dga$F, nm y 40 c 3 o S• G E `gW 8 8 g la xaw goE s ;a. : m o �4 c...) .17. ..g. -; 6' ,"_., E —6. (/) cj• g m Z o h ci o B g o 0 Page 22 of 24 r N 2 8 C °. 2 ,Z M, _ tltl G ] *IA17 I( N M ... in un n. on en P '"' H DCI4 Tit E NV-FRN1 N 1-0083 Effective Di 112023 Laboratory rece v ng samples Asheville Eden Greenwood Huntersviil• Rile gh M hanicsvili A.! Sample Condition Ch • fq Upon Receipt s P e t 4 i e f / f 1 / g- I A- I/ • 7-7.1..J Pack ng Alatr'r.r Thermornet / 1,47 0 0 2r. / , •.,. Cooler Temp (borer Temp Co,rect,d( C3 ° USDA Regulated So i { . . • r Oro; • t.-nnotonts/0.screpJ • r . Short Hold Tunic Analysis f 12 ft, Rush TU'l,A . lure Requ,•:tc-d / / / I ir / Disc:al:Parc r Field Dm,Rero,r9d, cuEur:401t;IC HONIRESol UT,ON P >le t tvr SCUTT Re, l' • Proj.,:t M,to.rger SR . Page 23 of 24 DC tr T itle: ENV•FRM-1-1UN1-0083 v03 Slmple C t Moon Upon Receipt Erfe t ,e ()ate 12/01/2023 'Check mark top half of box if pH and o clechlor n itio. ,, ver fled a ,.! ProieLt tf within the acceptan e ange for presel 4dtion sa nples EAcf:pn r,..; to,- I o• '•Bottom half of boa is to fist number of bottle; "'Check ajf unpreserved Nitrates for chlorine . . ; . . . --.- 1.:-; — i 7- 1•'' -1 ;7. , , i-•.-, .' '= ,-... •:-:. _ , _ ..., :::_' i"-.. .:".• :'. =', , „ '--- . . g:' .5 -..., -;, ,--- ' :: F ., -- l' .-::: '' d ,-.., , • ,j, -, ,- .,-: --__- _ r - ::: .-. .- 7,-, •.: 7.1: :-.: 7— 4 .,,, r... , :5 1 -... :A.,. ::. = < - 4' 4..: .:, -1 S.- ''% r= -C. = = ? -: -.-: t :- '..:- ='- .7. .5' •-_-_, -.2 ; 'I:, 1 '; :-. _ :7 I, ,--1f 1;:. 1;4:- ' F. „S' • - :"E -...: -.2 7i- - 7: -2 - -4' 7-' '-: . '::'' ,....:''• -; ...- --.- 1 7 -.. - - • , • 7 '-': ;,,„ :D r ,:, ), 1 ;,- I r ,:. Th• --- - ''E „, a, ey e-• < en • < t/ t " " "' •-• r, ; Ch t 0.' 2.` <.` 0.‘ r; (..5 ; r•-• m 0 W 01 i % 2c-1 t,0 % 1 ?( tg .i e ''? I E I E 4g E °2 7;" e; a i c, (.7 . , '...7 al < > \ I• 's„ \ \I \. \ \ I • 2 \\ \ \ \ t \i „ \ •-. \ I . . . • . • . . , 4• , • ' • ' ., . . \ 4 s 1 ... r . k l . . . . _ , 14 r r 4 . • r r, 4 • 1 • • 1 IC) \ \ I \ 1 \,I . . , . , . ; i 1 , ; \ I , • • • 1 i \ I . „ • • • !_ . pH Aditistment Log for Preserved Sample . _ S.ir,0',.,.10 rep...;f Pr..c.,i.)1..... a,. .1;,,:r 1.4.:-f...1 ! 1"))t,prc,.-wr,)`ooll 3..1.„.s:,d Tir-.P..prtion Idi4n14?,..? . , . . t Page 24 of 24 • Environmental Qua!itf Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report For guidance on filling out this form please visrt https 'deq.nc gov about di vtsinns'energy-mineral-land-resources npdes-starmwater-gps Permit No.: N/C Cr, I i 2:0'4 r 4 S! or Certificate of Coverage No: N_/C'G Facility Name. _ QtA 5il;s a.,t'1 County. f o I s y)-1-ti _ Phone No. 3 7 C - 2 7 - 8'otr Inspector: - A c" R`nca: Date of Inspection: - \/6i ( Time of Inspection: to ' S Total Event Precipitation(inches). a .30 All permits require qualitative monitoring to be performed during a "measurable storm event." A"measurable storm event"is a storm event that results in an actual discharge from the permitted site outfall. The previous measurable storm event must have been at least 72 hours prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter interval is representative for local storm events during the sampling period,and the permittee obtains approval from the local DEMLR Regional Office. By this signature, I certify that this report is accurate and complete to the best of my knowledge: car J, SQ.(mcs:( S re ermittee or De ee) 1. Outfall Description: Outfall No. 500- 1 Structure(pipe, ditch, etc.): /44A p`.fl e- Receiving Stream: Qnry 6f F( k i'od9 CAat.k Describe the industrial activities that occur within the outfall drainage area: Page I of 2 S W U-242 Last modified 06.0 12018 Environmental Qua'it Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report For gnidance on filling out this form. please visit https:•deq,nc gov•about divisions energy-mineral-land-resources- npdes-stormwater-gps Permit No.: N/C b; 1!2r o,'0;k /S or Certificate of Coverage No.: N/C.'G.' . Facility Name: O� Sal ;s} ►� d County: Phone No. 3 3 G - •Z ; — 80JJ Inspector: Ce74.V...s:c 5 Date of Inspection: I q J 2 y Time of Inspection. (0 r-1 1 Total Event Precipitation(inches): a•30 All permits require qualitative monitoring to be performed during a "measurable storm event" A "measurable storm event"is a storm event that results in an actual discharge from the permitted site outfall The previous measurable storm event must have been at least 72 hours prior, The 72-hour storm interval does not apply if the permittee is able to document that a shorter interval is representative for local storm events during the sampling period, and the permittee obtains approval from the local DEMLR Regional Office. By this signature, I certify that this report is accurate and complete to the best of my knowledge. Co( J • Seet AC ;c, S I of Perini esi ee) 1. Outfall Description: Outfall No. 500-A Structure(pipe, ditch, etc.): NV. ci Receiving Stream ` r vv-• C �-�:tilt}a�11 c v Fa/ /k 03 C✓o�. Describe the industrial activities that occur win the outfall drainage area C� L.ad4lA Page 1 of 2 SWU-242,Last modhfied 06/01 2018 •J., r • t'm!Pull men to Q chi Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report For guidance on filling out this form,please tau https-deq no gov'about divisions energy-mineral-land-resources npdes-storm water-gp s Permit No.: NIC/(r/ I/a/ o.o:' K;' r or Certificate of Coverage No : N/C_'G' Facility Name: 0 Q, _S ; 1 IT l27S1‘'`a. County: I)0(59 Phone No. 3.a(o- 7a -toad Inspector: �,\rwt-\wv>. S.cfe,46s:cS Date of Inspection: 1/4 12 y Time of Inspections 10 6 Total Event Precipitation(inches): 2.30 Ali permits require qualitative monitoring to be performed during a "measurable storm event." A"measurable storm event"is a storm event that results in an actual discharge from the permitted site outfall The previous measurable storm event must have been at least 72 hours prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter interval is representative for local storm events during the sampling period, and the permittee obtains approval from the local DEMLR Regional Office. By this signature, I certify that this report is accurate and complete to the best of my knowledge: (0( .. . Seie'c.k.S ( atur Per ' tee or Designee) 1. Outfall Description: Outfall No. S&- 3 Structure(pipe, ditch,etc.): /t^e (ft Receiving Stream UntMw 4-t1 t ilk "4,4Ly Cree,IC Describe the industrial activities that occur within the outfall drainage area: C Lo;P, /- Fitt Page 1 of 2 swu-242.Last modified 06.01 2013 110 Environmental Quality Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report Foi guidance onfilling out this form,please visit https:'deq nc gov.'aboutidivisions'energy-mineral•land-resources: npdes-stormwater-gps Permit No.: N/C/G'/ t /.2/ ()/ 0/ ' / S/ or Certificate of Coverage No.: N/C/G/ / / / / / / Facility Name: Q SA. V. 4a(-S (4)A,A County: For Sy Vh Phone No. 33` - 12 7 _ gd ot7 Inspector: ,2\n,nw A Qesenc s,c.$ Date of Inspection: \/`I / 2, ti Time of Inspection: 1013 Total Event Precipitation(inches): 2 ,3 0 All permits require qualitative monitoring to be performed during a"measurable storm event.'' A "measurable storm event" is a storm event that results in an actual discharge from the permitted site outfall. The previous measurable storm event must have been at least 72 hours prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter interval is representative for local storm events during the sampling period, and the permittee obtains approval from the local DEMLR Regional Office. By this signature, I certify that this report is accurate and complete to the best of my knowledge: (S•gnatt of Per ' ee or Designee) 1. Outfall Description: Outfall No. SQL- 9 Structure(pipe, ditch, etc ) (-4,µ pile Receiving Stream' t ft.m.f.c.l 4a).).r of gu,klek 'v(I /t't0 dis. C Att.k Describe the industrial activities that occur v ithin the outfal. drainage area: Page l of 2 SWU-242 Last modified 06/01'2018 N 411C Environmental Quality Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report For guidance on filling out this form,please visit https:`.deq nc.gov'abouddivisions/energy-mineral•land-resources` npdes-stormwater-gps Permit No.: N/C/&/ 1 / �! 0/0/'/ ci or Certificate of Coverage No.- N/C/G/ / / / / i Facility Name: Olrl 5,I:$1-,f f (�a — — County. j 01 Yi re. Phone No. _ (3^ - 7- 8oaD Inspector: .44,:k*-►,n See"<g :y 5. Dateof Inspection: \p i /2Y Time of Inspection: 01 5 3 Total Event Precipitation(inches): 2.30 All permits require qualitative monitoring to be performed during a"measurable storm event" A "measurable storm event" is a storm event that results in an actual discharge from the permitted site outfall. The previous measurable storm event must have been at least 72 hours prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter interval is representative for local storm events during the sampling period, and the permittee obtains approval from the local DEMLR Regional Office. By this signature, I certify that this report is accurate and complete to the best of my knowledge: • Strenc S gn t Perm' ee esignee) 1. Outfall Description: Outfall No. SW- S Structure(pipe, ditch,etc.): nrc, 1 t 4,1/ Receiving Stream- u i & fi 41w 1-1 0t F.V l4 ,-�� C.i.w lc. Describe the industrial activities that occur within the outfall drainage area: �tv L4-6tl Page I of 2 SWU-242 Last modified 06/01'2018 Environmental Quality Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report Fa guidance on filling out this form,please visit https:/,'deq nc.gov/abourdivisions/energy-mineral-land-resources.' npdes-stormwater-gps Permit No.: N/C/ Er/ l / 2/0/0/q /S/ or Certificate of Coverage No,: N/C/G/ / / / / / Facility Name: County: Fo�s Phone No. 336 - Z ? stro Inspector: Scut«;c,s Date of Inspection: 1/4 / L`( Time of Inspection: 0 10 c( Total Event Precipitation(inches): 2. ?O All permits require qualitative monitoring to be performed during a"measurable storm event." A "measurable storm event" is a storm event that results in an actual discharge from the permitted site outfall. The previous measurable storm event must have been at least 72 hours prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter interval is representative for local storm events during the sampling period,and the permittee obtains approval from the local DEMLR Regional Office, By this signature, I certify that this report is accurate and complete to the best of my knowledge: elf (Si ire o ittee or Designee) 1. Outfall Description: Outfall No. ;DO- Structure(pipe, ditch, etc.): t'vOok Receiving Stream Jn 1 kv4 oc k4 .yk At Jill Catk Describe the industrial activities that occu4Iw}'1hin the outfall drainage area: L 1o5 L_,rl riLk Page 1 of 2 SWU-242 Last modified 06•'01 7018 Environmental Quality Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report For guidance on filling out this form,please visit https..deq nc gov'about,'divisions/energy-mineral-land-resources' npdes-stormwater-gps Permit No.: N/C/G/ I/2/ 0/ 0/a/S/ or Certificate of Coverage No.' N/GG' i r I i Facility Name: G lA Sal=s�,✓� (L County: E"o l S� n. Phone No. _ — }z rJ00 Inspector: o wk-n 5eie,i¢.g;: 5 Date of Inspection: I/q j Z4 Time of Inspection: o 650 Total Event Precipitation(inches): 2- 30 All permits require qualitative monitoring to be performed during a"measurable storm event." A "measurable storm event" is a storm event that results in an actual discharge from the permitted site outfall. The previous measurable storm event must have been at least 72 hours prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter interval is representative for local storm events during the sampling period, and the permittee obtains approval from the local DEMLR Regional Office. By this signature, I certify that this report is accurate and complete to the best of my knowledge: S' ure of Permittee or Designee) 1. Outfall Description: Outfall No. 590" 9' Structure(pipe, ditch, etc.): Me‘.1 ,ee. Receiving Stream 1 04v4Mec k-7 So K, FitA NW . C fee,k Describe the industrial activities that occur within the outfall drainage area_ CA0s4 c.,,.��c 11 Page 1 of 2 SWU-242 Last mod,ticd 06/01 2018 NIC Environments' Quality Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report For guidance on filling out this form,please vim https:l/deq nc goVabout'divisions/energy-mineral-land-resources' npdes-stormwater-gps Permit No.: N/C/(s/1 /a/0/O/cc/5/ or Certificate of Coverage No.: N/C/G/ / / / / / Facility Name: O\el. ,k.y / ..� County: �o( 9 Phone No 15 "�2; 1O0 Inspector: John &V'.N' 5 en„c.S �s Date of Inspection: k f '1/Z-02-1 Time of Inspection: 06 IC Total Event Precipitation(inches): _ 2. 30 All permits require qualitative monitoring to be performed during a"measurable storm event " A "measurable storm event" is a storm event that results in an actual discharge from the permitted site outfall. The previous measurable storm event must have been at least 72 hours prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter interval is representative for local storm events during the sampling period,and the permittee obtains approval from the local DEMLR Regional Office. By this signature, I certify that this report is accurate and complete to the best of my knowledge. 1/( ). Serencs:cS ign e of P ee or Designee) 1. Outfall Description: Outfall No. 3OO-9 _ Structure (pipe, ditch, etc.): Receiving Stream: v, 1 J>.s,r j SW Fo t k An-041.1 L(it,k Describe the industrial activities that occur within the outfall drainage area: Page 1 of 2 S W U-242 Last mod!tied 06/01 2018 Environmental Quality Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report For guidance on filling out this form,please visit https?'deq.nc.govlabout/divisions/energy-mineral-land-resources: npdes-stormwater-gps Permit No.: N/C/&r/ I /2/ a/0/'(/ S/ or Certificate of Coverage No.: N/C/G/ / / / / / / Facility Name: 9.P0a County: Fot 5 1 , Phone No. ;S(, - 7 Z 7 - IOW Inspector: JoMr,. „r Seen cs;c5 Date of Inspection: \, /Q/ 20( Time of Inspection: oq 2 S Total Event Precipitation(inches): . 30 All permits require qualitative monitoring to be performed during a"measurable storm event." A "measurable storm event" is a storm event that results in an actual discharge from the permitted site outfall. The previous measurable storm event must have been at least 72 hours prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter interval is representative for local storm events during the sampling period, and the permittee obtains approval from the local DEMLR Regional Office. By this signature, I certify that this report is accurate and complete to the best of my knowledge: for . 52/eo natttr ermittee or gnee) 1. Outfall Description: Outfall No. 5Qt — [0 Structure(pipe, ditch, etc.): eve. Receiving Stream: t)A c k Y .1,.,�.,,� O KA Ft, c k Describe the industrial activities tOt occur within the outfall drainage area: tos.4 +:1-t Page 1 of 2 S WU-242 Last modrtied 06/01 2018