Loading...
HomeMy WebLinkAboutNCG080893_2022 DMR_20220419NCDEQ Division of Energy, Mineral and Land Resources Stormwater Discharge Monitoring Report (DMR) Form for NCG080000 Transit and Transportation Click here for instructions Complete, sign, scan and submit the DMR via the Stormwater NPDES Permit Data Monitoring Report (DMR) 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. NCG08 0893 Person Collecting Samples: Lorien Deaton Facility Name: Greensboro Transit Authority Laboratory Name: Pace Analytical Facility County: Guilford Laboratory Cert. No.: 12 Discharge during this period: ✓]Yes E] No (if no, skip to signature and date) Has your facility implemented mandatory Tier response actions If so, which Tier (I, II, or III)? this sample period for any benchmark exceedances? 0 Yes E]No A copy of this DMR has been uploaded electronically via https://edocs.deg.nc.gov/Forms/SW-DMR Date Uploaded: LA-tl -aD Byes E]No Analytical Monitoring Requirements for Vehicle & Equipment Maintenance Areas — Benchmarks in (Red) Parameter Parameter Outfall001 Outfall002 Outfall003 Outfall 004 Outfall Code N/A Receiving Stream Class South Buffalo Creek South Buffalo Creek South Buffalo Creek South Buffalo Creek N/A Date Sample Collected MM/DD/YYYY 03/23/2022 03/23/2022 03/23/2022 03/23/2022 46529 24-Hour Rainfall in inches 0.70 0.70 0.70 0.70 C0530 TSS in mg/L (100 or 50*) 15.8 19.7 53.7 30.2 00552 Non -Polar Oil & Grease in mg/L (15) ND ND ND ND pH in standard units (6.0-9.0 FW, 00400 6.8 — 8.5 SW) 7.7 8.0 8.5 9.0 Estimated New Motor/Hydraulic Oil NCOIL Usage in gal/month 350 350 350 350 * 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 FW (Freshwater) SW (Saltwater) 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, including the possibility of fines and imprisonment for knowing violations." Signature of Permittee or Delegated Authorized Individual lorien.deaton@greensboro-nc.gov Email Address Date 336-209-8934 Phone Number aceAnalytical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 March 28, 2022 Jay Perkins Keolis NA 223 West Meadowview Rd Greensboro, NC 27406 RE: Project: GSO TRANSIT AUTHORITY Pace Project No.: 92595103 Dear Jay Perkins: Enclosed are the analytical results for sample(s) received by the laboratory on March 23, 2022. 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 - Charlotte If you have any questions concerning this report, please feel free to contact me. Sincerely, Tyriek Hooks tyriek.hooks@pacelabs.com (704)875-9092 Project Manager Enclosures cc: Lorien Deaton, City of Greensboro Field Operations Department Richard P Lovett, City of Greensboro Field Operations Department 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 13 aceAnalytical www.pacelabs.cem Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Project: GSO TRANSIT AUTHORITY Pace Project No.: 92595103 Pace Analytical Services Charlotte South Carolina Laboratory ID: 99006 9800 Kincey Ave. Ste 100, Huntersville, NC 28078 North Carolina Drinking Water Certification #: 37706 North Carolina Field Services Certification #: 5342 North Carolina Wastewater Certification #: 12 South Carolina Laboratory ID: 99006 Pace Analytical Services Asheville 2225 Riverside Drive, Asheville, NC 28804 Florida/NELAP Certification #: E87648 North Carolina Drinking Water Certification #: 37712 North Carolina Wastewater Certification #: 40 CERTIFICATIONS South Carolina Certification #: 99006001 South Carolina Drinking Water Cert. #: 99006003 Florida/NELAP Certification #: E87627 Kentucky UST Certification #: 84 Louisiana DoH Drinking Water#: LA029 Virginia/VELAP Certification #: 460221 South Carolina Laboratory ID: 99030 South Carolina Certification #: 99030001 Virginia/VELAP Certification #: 460222 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 13 aceAnalytical www.pacelabs.cem Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 SAMPLE ANALYTE COUNT Project: Pace Project No.: GSO TRANSIT AUTHORITY 92595103 Analytes Lab ID Sample ID Method Analysts Reported Laboratory 92595103001 SDO-001 EPA 1664B TEG 1 PASI-C SM 254OD-2015 MAB2 1 PASI-A 92595103002 SDO-002 EPA 1664B TEG 1 PASI-C SM 254OD-2015 MAB2 1 PASI-A 92595103003 SDO-003 EPA 1664B TEG 1 PASI-C SM 254OD-2015 MAB2 1 PASI-A 92595103004 SDO-004 EPA 1664B TEG 1 PASI-C SM 254OD-2015 MAB2 1 PASI-A PASI-A = Pace Analytical Services - Asheville PASI-C = Pace Analytical Services - Charlotte 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 13 aceAnalytical www.pacelabs.cem Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: GSO TRANSIT AUTHORITY Pace Project No.: 92595103 Sample: SDO-001 Lab ID: 92595103001 Collected: 03/23/22 11:03 Received: 03/23/22 13:58 Matrix: Water Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual HEM, Oil and Grease Analytical Method: EPA 1664B Pace Analytical Services - Charlotte Oil and Grease ND mg/L 4.8 1 03/26/22 07:30 2540D Total Suspended Solids Analytical Method: SM 2540D-2015 Pace Analytical Services - Asheville Total Suspended Solids 15.8 mg/L 2.5 1 03/25/22 11:48 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 03/28/2022 08:07 AM without the written consent of Pace Analytical Services, LLC. Page 4 of 13 aceAnalytical www.pacelabs.cem Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: GSO TRANSIT AUTHORITY Pace Project No.: 92595103 Sample: SDO-002 Lab ID: 92595103002 Collected: 03/23/22 11:00 Received: 03/23/22 13:58 Matrix: Water Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual HEM, Oil and Grease Analytical Method: EPA 1664B Pace Analytical Services - Charlotte Oil and Grease ND mg/L 4.8 1 03/26/22 07:30 2540D Total Suspended Solids Analytical Method: SM 2540D-2015 Pace Analytical Services - Asheville Total Suspended Solids 19.7 mg/L 2.5 1 03/25/22 11:48 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 03/28/2022 08:07 AM without the written consent of Pace Analytical Services, LLC. Page 5 of 13 aceAnalytical www.pacelabs.cem Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: GSO TRANSIT AUTHORITY Pace Project No.: 92595103 Sample: SDO-003 Lab ID: 92595103003 Collected: 03/23/22 10:57 Received: 03/23/22 13:58 Matrix: Water Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual HEM, Oil and Grease Analytical Method: EPA 1664B Pace Analytical Services - Charlotte Oil and Grease ND mg/L 4.8 1 03/26/22 07:30 2540D Total Suspended Solids Analytical Method: SM 2540D-2015 Pace Analytical Services - Asheville Total Suspended Solids 53.7 mg/L 2.5 1 03/25/22 11:49 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 03/28/2022 08:07 AM without the written consent of Pace Analytical Services, LLC. Page 6 of 13 aceAnalytical www.pacelabs.cem Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: GSO TRANSIT AUTHORITY Pace Project No.: 92595103 Sample: SDO-004 Lab ID: 92595103004 Collected: 03/23/22 10:53 Received: 03/23/22 13:58 Matrix: Water Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual HEM, Oil and Grease Analytical Method: EPA 1664B Pace Analytical Services - Charlotte Oil and Grease ND mg/L 4.8 1 03/26/22 07:30 2540D Total Suspended Solids Analytical Method: SM 2540D-2015 Pace Analytical Services - Asheville Total Suspended Solids 30.2 mg/L 2.5 1 03/25/22 11:49 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 03/28/2022 08:07 AM without the written consent of Pace Analytical Services, LLC. Page 7 of 13 aceAnalytical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: GSO TRANSIT AUTHORITY Pace Project No.: 92595103 QC Batch: 687450 Analysis Method: EPA 1664B QC Batch Method: EPA 1664B Analysis Description: 1664 HEM, Oil and Grease Laboratory: Pace Analytical Services - Charlotte Associated Lab Samples: 92595103001, 92595103002, 92595103003, 92595103004 METHOD BLANK: 3593583 Matrix: Water Associated Lab Samples: 92595103001, 92595103002, 92595103003, 92595103004 Blank Reporting Parameter Units Result Limit Analyzed Qualifiers Oil and Grease mg/L ND 5.0 03/26/22 07:30 LABORATORY CONTROL SAMPLE: 3593584 Spike LCS LCS % Rec Parameter Units Conc. Result % Rec Limits Qualifiers Oil and Grease mg/L 40 38.0 95 78-114 MATRIX SPIKE SAMPLE: Parameter 3593585 Units 92595129001 Result Spike MS MS % Rec Conc. Result % Rec Limits Qualifiers Oil and Grease mg/L ND 57.1 60.9 106 78-114 SAMPLE DUPLICATE: 3593586 92595103001 Dup Parameter Units Result Result RPD Qualifiers Oil and Grease mg/L ND 1.2J 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: 03/28/2022 08:07 AM without the written consent of Pace Analytical Services, LLC. Page 8 of 13 aceAnalytical www.pacelabs.com Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Project: GSO TRANSIT AUTHORITY Pace Project No.: 92595103 QC Batch: 687269 Analysis Method: SM 2540D-2015 QC Batch Method: SM 254OD-2015 Analysis Description: 2540D Total Suspended Solids Laboratory: Pace Analytical Services - Asheville Associated Lab Samples: 92595103001, 92595103002, 92595103003, 92595103004 METHOD BLANK: 3592631 Matrix: Water Associated Lab Samples: 92595103001, 92595103002, 92595103003, 92595103004 Blank Reporting Parameter Units Result Limit Analyzed Qualifiers Total Suspended Solids mg/L ND 2.5 03/25/22 11:46 LABORATORY CONTROL SAMPLE: 3592632 Spike LCS LCS % Rec Parameter Units Conc. Result % Rec Limits Qualifiers Total Suspended Solids mg/L 260 242 93 90-110 SAMPLE DUPLICATE: 3592804 92595065005 Dup Parameter Units Result Result RPD Qualifiers Total Suspended Solids mg/L 7030 6580 7 SAMPLE DUPLICATE: 3592805 92595338002 Dup Parameter Units Result Result RPD Qualifiers Total Suspended Solids mg/L 30.8 30.4 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: 03/28/2022 08:07 AM without the written consent of Pace Analytical Services, LLC. Page 9 of 13 aceAnalytical www.pacelabs.cem Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALIFIERS Project: GSO TRANSIT AUTHORITY Pace Project No.: 92595103 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 ofAcrolein 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. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 03/28/2022 08:07 AM without the written consent of Pace Analytical Services, LLC. Page 10 of 13 aceAnalytical www.pacelabs.cem Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA CROSS REFERENCE TABLE Project: GSO TRANSIT AUTHORITY Pace Project No.: 92595103 Lab ID Sample ID QC Batch Method QC Batch Analytical Method 92595103001 SDO-001 EPA1664B 687450 92595103002 SDO-002 EPA1664B 687450 92595103003 SDO-003 EPA1664B 687450 92595103004 SDO-004 EPA1664B 687450 92595103001 SDO-001 SM 254OD-2015 687269 92595103002 SDO-002 SM 254OD-2015 687269 92595103003 SDO-003 SM 254OD-2015 687269 92595103004 SDO-004 SM 254OD-2015 687269 Date: 03/28/2022 08:07 AM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Analytical Batch Page 11 of 13 Cie) 0 '0) L N a) O 3 t L) U 0 z z CL a W S11 N l kk1 IN u u - E7 ro 7 _a d o c t - TW1 ` V - _ C H E a5E3.1 9 29 F O a E m m u _ wi � wu GJ y O c u [ u a 7 t� O v Sy G O m o �- do E o r v S ❑ wri '� Z ti -ap Z Z I^ —0 C C C o m y cn c^ o^ u c E _ c O E E U 7 v v E ewi o o m m O a�i o c - v q cr Oi6Vyl 0 h y N is Y }V� ' cL �1.�..� ....:c: W Q,, ��j } } 7. } O O N in _ o u a d E - si .� a j ec a �, 140, -3 E C p E o U a m a in "` c dd w= m o� .o a � � E M f „ hi U �d h UU co tv in rn Z° m Dc OO Ly 0 V i ID a L U N ra °dcf �cn x x o v i v O M 73 M x x o !u O00 o O o 0 0 0 U O V_ C✓a 6j O Oo� O IL c at� c o° m E O Q 66 Q O Q E s n n m v) crn to vn `m a,a y e o m in l 'i t m �v % v E ti w cs E 3 ❑' O h' J. 9J o L. C a, y Ly o 4 2 r 'O �a p N 5 +� '3 . +� 7 7 p .❑ o C C j U Q u U a w U V v°y U U a O .._, �. Page 12 of 13 ,•rL .:� I�C.1��t.4� Document Name: r 5, 22_1 I Lu_li ^'c:'1_ IDS-�v'... U7VC�T ;�" i- 7 Bottle Identification Form (BIF) Fad= 1 o` 1 Document Nc.: F-CAR-05-043-Rev.01 'Check mark top half of box if pH and/or dechlorination is verified and within the acceptance range for preservation samples. Ex.eptions: VO.a, C:Afor,r—, TDC, Ci! and Grease, DRO/8015 (water) DOC, LL�e **Bottom half of box is to list number of bottles Project 9 Pate Carcli^as Qua!;-y D`::ce Z --., 7 C Z L L Z v V —_ V -� D ry Z- zz r n _ „. ry Z u y T Z — < Y ! = < l < ^ I - `i �• — v z e o Z iu -D _ U -' c o N y C N T < C z '-- u a N C Z C ui o V1 ry c 1 ` E F i E E E c c < u < C F C c F n < L7 7 G o } c } E I a } I E o� 5 I r I = < I E r E C1 Q 7 M ry '+ a vi Q 2 h1 ! 4 G cc [` �r U < — _ U < M Ln C to 0 < In M U C < M U < T— C1 U a F- U > Z) U 7 G U Q Y p a Y } ry ry vci ry I ~ - - M a < I [ NI 1�� 2 N NNNN ::E" )1�\N N N L 3 N L) NN\ F- 4 Il I\NN\N ! • I� 5 N NII \NN I I 6 I 7N A N I I N 9 I I 10 r N N\NN TN N\\�\ INN \\VII pH Adjustment Log for Preserved Samples 1 Sample 1D Type of Preservative pH upon receipt Date preservation adjusted Time preservation adjusted Amount of Preservative added Lot p I I 'vote: whenever there Is a discrepancy affecting North Carolina cumpfiance samples, a copy of this form wi{l he sent to the North Carolina DtHMI Certificat;an Office { Out of hold, incorrect preservative, out of temp, incorrect containers. Page 13 of 13 3/24/22, 12:33 PM USGS Current Conditions for USGS 02094770 SOUTH BUFFALO CREEK AT US 220 AT GREENSBORO, NC U'Earbrat 9 National Water Information System: Web Interface USGS Water Resources Surface Water v North Carolina Click forNews Bulletins Click for state -specific text .USGS Hok.-- Contact USGS Search USGS v GO USGS 02094770 SOUTH BUFFALO CREEK AT US 220 AT GREENSBORO, NC PROVISIONAL DATA SUBJECT TO REVISION Available data for this site Time -series: Daily data v GO Click to hidestation-specific text .np M C19 look This station is operated in cooperation with the City of Greensboro, North Carolina. GREENSHORO This station managed by the South Atlantic WSC Raleigh Field Office. Available Parameters Period of Record All 3 Available Parameters for this site 00045 Precipitation(Sum) 1999-09-30 2022-03-23 O 00060 Discharge(Max.,Min.,Mean) 1998-08-01 2022-03-23 C-) 00065 Gage height(Max.,Min.,Mean) 1998-07-21 2022-03-23 Output format O Graph O Graph w/ stats O Graph w/ meas O Graph w/ (up to 3) parms O Table O Tab -separated Days (0) Summary of all available data for this site Instantaneous -data availability statement -- or -- Begin date 2022-03-23 End date 2022-03-23 GO https://waterdata.usgs.gov/nc/nwis/dv?cb_00045=on&format=html&site_no=02094770&referred_module=sw&period=&begin_date=2022-03123&end_... 1 /2 3/24/22, 12:33 PM USGS Current Conditions for USGS 02094770 SOUTH BUFFALO CREEK AT US 220 AT GREENSBORO, NC Daily Sum Precipitation, total, inches DATE Mar 2022 D3::IEK 00 COUNT �1 MAX 0.70 MIN 0.70 Explanation �Lp I Provisional data subject to revision. Questions about sites/data? Feedback on this web site Automated retrievals Help Data Tips Explanation of terms Subscribe for system changes News "xessibility FOIA "-ivac Policies and Notices U.S. Department of the Interior I U.S. Geological Survey_ Title: USGS Surface -Water Daily Data for North Carolina URL: https://waterdata.usgs.gov/nc/nwis/dv? Page Contact Information: North Carolina Water Data Support Team Page Last Modified: 2022-03-24 12:33:04 EDT 1.33 1.21 sdwwOl 1 0- 9_ https://wate rdata. usgs. gov/nc/nwis/dv?cb_00045=on&fo rmat=html&site_no=02094770& refe rred_mod ule=sw& pe riod=&beg in_date=2022-03-23&end_... 2/2 rly Environmental Quality Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report For guidance on filling out this form, please visit https:Hdeq.nc.gov/about/divisions/energy-mineral-land-resources/ np des-stormwater-gps Permit No.: N/C/ / / / / / / / or Certificate of Coverage No.: N/C/G/ 0 / 8 / 0 / 8 / 9 / 3 / Facility Name: Greensboro Transit Authority (GTA) County: Guilford Phone No. 336-209-8934 Inspector: Lorien Deaton Date of Inspection: 03/23/2022 Time of Inspection: 1103 Total Event Precipitation (inches): 0.70 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: (Signature of Permittee or Designee) 1. Outfall Description: Outfall No. 001 Structure (pipe, ditch, etc.): pipe Receiving Stream: South Buffalo Creek Describe the industrial activities that occur within the outfall drainage area: Vehicle maintenance, bus Parking, and employee parking. Pagel of 2 SWU-242, Last modified 06/01/2018 2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint (light, medium, dark) as descriptors: clear 3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak chlorine odor, etc.): none 4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear and 5 is very cloudy: 1 © 3 4 5 5. Floating Solids: Choose the number which best describes the amount of floating solids in the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids: 1 0 3 4 5 6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy: 1 0 3 4 5 7. 8. 9. Is there any foam in the stormwater discharge? o Yes No. Is there an oil sheen in the stormwater discharge? oYes No. Is there evidence of erosion or deposition at the outfall? O Yes 3* No. 10. Other Obvious Indicators of Stormwater Pollution: List and describe none Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be indicative of pollutant exposure. These conditions warrant further investigation. Page 2 of 2 SWU-242, Last modified 06/01/2018 Environmental Quality Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report For guidance on filling out this form, please visit https:Hdeq.nc.gov/about/divisions/energy-mineral-land-resources/ np des-stormwater-gps Permit No.: N/C/ / / / / / / / or Certificate of Coverage No.: N/C/G/ 0 / 8 / 0 / 0 / 0 / 0 / Facility Name: Greensboro Transit Authority (GTA) County: Guilford Phone No. 336-209-8934 Inspector: Lorien Deaton Date of Inspection: 03/23/2022 Time of Inspection: Total Event Precipitation (inches): 0.70 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: (Signature of Permittee or Designee) 1. Outfall Description: Outfall No. 002 Structure (pipe, ditch, etc.): pipe Receiving Stream: South Buffalo Creek Describe the industrial activities that occur within the outfall drainage area: Vehicle maintenance, bus parking, and employee parking. Page 1 of 2 SWU-242, Last modified 06/01/2018 2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint (light, medium, dark) as descriptors: Clear 3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak chlorine odor, etc.): none 4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear and 5 is very cloudy: 0 2 3 4 5 5. Floating Solids: Choose the number which best describes the amount of floating solids in the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids: 1Q 2 3 4 5 6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy: O 2 3 4 5 7. Is there any foam in the stormwater discharge? O Yes W No. 8. 9. Is there an oil sheen in the stormwater discharge? 0Yes ¢p No. Is there evidence of erosion or deposition at the outfall? O Yes X? No. 10. Other Obvious Indicators of Stormwater Pollution: List and describe None Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be indicative of pollutant exposure. These conditions warrant further investigation. Page 2 of 2 SWU-242, Last modified 06/01/2018 Environ men t ul Quality Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report For guidance on filling out this form, please visit https:Hdeq.ne.gov/about/divisions/energy-mineral-land-resources/ npdes-stormwater-gps Permit No.: N/C/ / / / / / / / or Certificate of Coverage No.: N/C/G/ 0 / 8 /0 / 0 / 0 / 0 / Facility Name: Greensboro Transit Authority (GTA) County: Guilford Phone No Inspector: Lorien Deaton Date of Inspection: Time of Inspection: 03/23/2022 Total Event Precipitation (inches): 0.70 336-209-8934 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: (Signature of Permittee or Designee) 1. Outfall Description: Outfall No. 003 Structure (pipe, ditch, etc.): pipe Receiving Stream: South Buffalo Creek Describe the industrial activities that occur within the outfall drainage area: Vehicle maintenance, bus parking, and employee parking. Page 1 of 2 SWU-242, Last modified 06/01/2018 2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint (light, medium, dark) as descriptors: clear 3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak chlorine odor, etc.): none 4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear and 5 is very cloudy: O 2 3 4 5 5. Floating Solids: Choose the number which best describes the amount of floating solids in the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids: �l 2 3 4 5 6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy: pp 2 3 4 5 7. 8. 9. Is there any foam in the stormwater discharge? O Yes 10 No. Is there an oil sheen in the stormwater discharge? OYes 30 No. Is there evidence of erosion or deposition at the outfall? O Yes XP No. 10. Other Obvious Indicators of Stormwater Pollution: List and describe none Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be indicative of pollutant exposure. These conditions warrant further investigation. Page 2 of 2 SWU-242, Last modified 06/01/2018 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-gp s Permit No.: N/C/ / / / / / / / or Certificate of Coverage No.: N/C/G/ 0 / 8 / 0 / 0 / 0 / 0 / Facility Name: Greensboro Transit Authority (t (GTA) County: Guilford Phone No. 336-209-8934 Inspector Lorien Deaton Date of Inspection: 03/23/2022 Time of Inspection: 1053 Total Event Precipitation (inches): 0.70 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: (Signature of PerrAittee or Designee) 1. Outfall Description: Outfall No. 004 Structure (pipe, ditch, etc.): pipe Receiving Stream: South Buffalo Creek Describe the industrial activities that occur within the outfall drainage area: Vehicle maintenance, bus parking and employee parking_ Page 1 of 2 SWU-242, Last modified 06/01/2018 2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint (light, medium, dark) as descriptors: light ,yellow from pollen 3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak chlorine odor, etc.): none 4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear and 5 is very cloudy: 1 3 4 5 5. Floating Solids: Choose the number which best describes the amount of floating solids in the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids: 1 2 3 ® 5 6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy: 7. 8. 9. 1 ® 3 4 5 Is there any foam in the stormwater discharge? o Yes �Q No. Is there an oil sheen in the stormwater discharge? 0Yes qV No. Is there evidence of erosion or deposition at the outfall? O Yes 5i� No. 10. Other Obvious Indicators of Stormwater Pollution: List and describe none Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be indicative of pollutant exposure. These conditions warrant further investigation. Page 2 of 2 SWU-242, Last modified 06/01/2018