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NCG080799_2023 DMR_20230110
NCDEQ 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. NCGO8 0799 Person Collecting Samples: Lorien Deaton Facility Name:Hugh Medford Municipal Operations Center Laboratory Name: Pace Analytical Facility County: Guilford Laboratory Cert. No.: 12 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?fYes No If so,which Tier(I, II,or III)? 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 Vehicle&Equipment Maintenance Areas—Benchmarks in (Red) Parameter Parameter Outfall A Outfall C Outfall E Outfall Outfall Code N/A Receiving Stream Class South Buffalo Creek South Buffalo Creek South Buffalo Creek N/A Date Sample Collected MM/DD/YYYY 01/04/23 Not sampled 01/04/23 46529 24-Hour Rainfall in inches 0.64 0.64 C0530 TSS in mg/L(100 or 50*) 33.2 25.0 00552 Non-Polar Oil&Grease in mg/L(15) ND ND pH in standard units(6.0—9.0 FW, 00400 6.8-8.5SW) 6.2 6.6 NCOIL Estimated New Motor/Hydraulic Oil Usage in gal/month 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): Outfall C flows directly from a parking lot,the 30 minute window had passed so the outfall wasn't sampled. "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,inclu ing the possibility of 'nes and imprisonment for knowing violations." 01/10/2023 Signature o ermittee or Delegated Author ized Individual Date lorien.deaton@greensboro-nc.gov 336-209-8934 Email Address Phone Number Pace Analytical Services,LLC aceAnalytical® 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 www.pacelabs.com (704)875-9092 January 10, 2023 Richard P Lovett City of Greensboro Field Operations Department 401 Patton Ave Greensboro, NC 27406 RE: Project: HMMOC SERVICE CENTER Pace Project No.: 92645039 Dear Richard Lovett: Enclosed are the analytical results for sample(s)received by the laboratory on January 04, 2023. 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-Charlotte • Pace Analytical Services- Eden 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 4`3 REPORT OF LABORATORY ANALYSIS I, / This report shall not be reproduced,except in full, without the written consent of Pace Analytical Services,LLC. Page 1 of 1 1 4e0, 6 Pace Analytical Services,LLC i ® 9800 Kincey Ave. Suite 100 aceAnalytcal Huntersville,NC 28078 www.pacelabs.com (704)875-9092 CERTIFICATIONS Project: HMMOC SERVICE CENTER Pace Project No.: 92645039 Pace Analytical Services Charlotte South Carolina Laboratory ID:99006 South Carolina Certification#:99006001 9800 Kincey Ave.Ste 100, Huntersville, NC 28078 South Carolina Drinking Water Cert.#:99006003 North Carolina Drinking Water Certification#:37706 Florida/NELAP Certification#: E87627 North Carolina Field Services Certification#:5342 Kentucky UST Certification#:84 North Carolina Wastewater Certification#: 12 Louisiana DoH Drinking Water#: LA029 South Carolina Laboratory ID:99006 Virginia/VELAP Certification#:460221 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 11 Pace Analytical Services,LLC aceAnalytical® 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 www.pacelabs.com (704)875-9092 SAMPLE ANALYTE COUNT Project: HMMOC SERVICE CENTER Pace Project No.: 92645039 Analytes Lab ID Sample ID Method Analysts Reported Laboratory 92645039001 OUTFALL A SM 2540D-2015 VLG 1 PASI-E EPA 1664E REL 1 PASI-C 92645039002 OUTFALL E SM 2540D-2015 VLG 1 PASI-E EPA 1664E REL 1 PASI-C PASI-C=Pace Analytical Services-Charlotte 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 11 Pace Analytical Services,LLC aceAnalytical® 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 www.pacelabs.com (704)875-9092 ANALYTICAL RESULTS Project: HMMOC SERVICE CENTER Pace Project No.: 92645039 Sample: OUTFALL A Lab ID: 92645039001 Collected: 01/04/23 10:04 Received: 01/04/23 14:27 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 33.2 mg/L 6.3 1 01/06/23 09:00 HEM,Oil and Grease Analytical Method: EPA 1664E Pace Analytical Services-Charlotte Oil and Grease ND mg/L 4.9 1 01/10/23 00:55 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/10/2023 03:09 PM without the written consent of Pace Analytical Services,LLC. Page 4 of 11 Pace Analytical Services,LLC aceAnalytical® 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 www.pacelabs.com (704)875-9092 ANALYTICAL RESULTS Project: HMMOC SERVICE CENTER Pace Project No.: 92645039 Sample: OUTFALL E Lab ID: 92645039002 Collected: 01/04/23 10:15 Received: 01/04/23 14:27 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 25.0 mg/L 6.0 1 01/06/23 09:00 HEM,Oil and Grease Analytical Method: EPA 1664E Pace Analytical Services-Charlotte Oil and Grease ND mg/L 4.9 1 01/10/23 00:55 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/10/2023 03:09 PM without the written consent of Pace Analytical Services,LLC. Page 5 of 11 Pace Analytical Services,LLC aceAnalytical® 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 www.pacelabs.com (704)875-9092 QUALITY CONTROL DATA Project: HMMOC SERVICE CENTER Pace Project No.: 92645039 QC Batch: 747542 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: 92645039001,92645039002 METHOD BLANK: 3886464 Matrix: Water Associated Lab Samples: 92645039001,92645039002 Blank Reporting Parameter Units Result Limit Analyzed Qualifiers Total Suspended Solids mg/L ND 2.5 01/06/23 08:57 LABORATORY CONTROL SAMPLE: 3886465 Spike LCS LCS %Rec Parameter Units Conc. Result %Rec Limits Qualifiers Total Suspended Solids mg/L 250 236 94 90-110 SAMPLE DUPLICATE: 3886466 92645075001 Dup Parameter Units Result Result RPD Qualifiers Total Suspended Solids mg/L 376 384 2 SAMPLE DUPLICATE: 3886467 92644979001 Dup Parameter Units Result Result RPD Qualifiers Total Suspended Solids mg/L 184 188 2 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:01/10/2023 03:09 PM without the written consent of Pace Analytical Services,LLC. Page 6 of 11 Pace Analytical Services,LLC i ® 9800 Kincey Ave. Suite 100 aceAnalytcal Huntersville,NC 28078 www.pacelabs.com (704)875-9092 QUALITY CONTROL DATA Project: HMMOC SERVICE CENTER Pace Project No.: 92645039 QC Batch: 748208 Analysis Method: EPA 1664B QC Batch Method: EPA 1664E Analysis Description: 1664 HEM,Oil and Grease Laboratory: Pace Analytical Services-Charlotte Associated Lab Samples: 92645039001,92645039002 METHOD BLANK: 3889615 Matrix: Water Associated Lab Samples: 92645039001,92645039002 Blank Reporting Parameter Units Result Limit Analyzed Qualifiers Oil and Grease mg/L ND 5.0 01/10/23 00:55 LABORATORY CONTROL SAMPLE: 3889616 Spike LCS LCS %Rec Parameter Units Conc. Result %Rec Limits Qualifiers Oil and Grease mg/L 40 34.3 86 78-114 MATRIX SPIKE SAMPLE: 3889617 92644868002 Spike MS MS %Rec Parameter Units Result Conc. Result %Rec Limits Qualifiers Oil and Grease mg/L ND 40 38.0 89 78-114 SAMPLE DUPLICATE: 3889618 92645185001 Dup Parameter Units Result Result RPD Qualifiers Oil and Grease mg/L ND ND 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:01/10/2023 03:09 PM without the written consent of Pace Analytical Services,LLC. Page 7 of 11 Pace Analytical Services,LLC i ® 9800 Kincey Ave. Suite 100 aceAnalytcal Huntersville,NC 28078 www.pacelabs.com (704)875-9092 QUALIFIERS Project: HMMOC SERVICE CENTER Pace Project No.: 92645039 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. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/10/2023 03:09 PM without the written consent of Pace Analytical Services,LLC. Page 8 of 11 Pace Analytical Services,LLC aceAnalytical0 9800 Kincey Ave. Suite 100 Huntersville,NC 28078 www.pacelabs.com (704)875-9092 QUALITY CONTROL DATA CROSS REFERENCE TABLE Project: HMMOC SERVICE CENTER Pace Project No.: 92645039 Analytical Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch 92645039001 OUTFALL A SM 25400-2015 747542 92645039002 OUTFALL E SM 25400-2015 747542 92645039001 OUTFALL A EPA 1664B 748208 92645039002 OUTFALL E EPA 1664B 748208 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced,except in full, Date:01/10/2023 03:09 PM without the written consent of Pace Analytical Services,LLC. Page 9 of 11 ...� •.Z • Y f/az�}'.Z Z Z Z Z Z/�I' { �a�' � o x rG+ m: .-�v d•m a - - - %- ? = ; U alit:, .'U..1 F4- I .); - m I I,_ u ' Cr) 7 c + v y?,-.c ,.. �.l E'a I•-4 i E c .-E c `/ a1 0 •`J m C +ir •.O .i m L CL m Y -'N t O . 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U N a N E E o a O E v Q ° E° I •n 5 a wC > o cu �. e 0- aE o Q = o 0 0 a v xr E o. a _ Om o l V ac u Q it u u o- w u u v) -- - x _ Page 10 of 11 Document Name: Document Issued:November 15,2021 Bottle Identification Form(BIF) BIF) Page 1 of 1 • ace Analytical Document No.: Issuing Authority: F-CAR-Cs-043-Rev•01 Pace Carolinas Quality Office *Check mark top half of box if pH and/or dechlorination is Project# verified and within the acceptance range for preservation o F samples. �� f y Exceptions:VCA,Conform,TOC,Oil and Grease,DRO/3C15(water)DCC,LLHg 6 Y Q e h tI b **Bottom half of box is to list number of bottles -- — a o " < u p N < < z z 2 \ Z Z To T - Z N N ` ^ C Z Z N z < ui \ .0 m n z a a 2 u = - a% — c N ` v - Q ? Z = I I < 3 Z = 7 Lm = N -- Z z U < Y z Q v ., 2 c c c f. c O Z < O U G c O '^ E Z O el Z M = `-' `_' N IV > d u u u 6 u _ DI' c O > n ,� c c G ._7. «- .. " .c ci - -, L7 c m a a z O O c a IA ' n " a j j y .n E = z = _ :x U w u .c 0 _ J J i_ J n -Laa a E < < J E < a O O O <O v a m E .c t E E E a E E J u < J > > > > N ^ v, c < u E vi o o .- E E i " E w E C —' J -� J J J J J V1 C _ N-4 N oLi = -. U ry n 3 - - On = o u 0 E E E E '> ° E E E E J E E 4 x a .r N .-i '+ N N N ,,-, r, C 0 0 o V > to Q 0 0 0 0 > > > > vA Z r� m _ 7 of c c d_ - �i �� ui O d x N N Cv c t9 u a N o"-- c m a c L. l� U m .i m m c' c� C m < Y F t'y ¢ > > 7 m m m c m m m m < < < < < Q C > > l7 O C m C > n > > G > > v� vi G Q > C 1 \ 1 N\\\ \ \\\ 1 1I 1I 1 I III N\—'--'----- 2 \ i \\\\ I N\\ \ \ 3 \ \\\\ N \N\\ .4 \ \\\\ \ \\ \\_._.____ 5 \ \\\\ \ \\\. \ N\NN \ 1\\ \ 1 \\ \ N\\ i \ \\\ , P \\ \ \\\ I \, \\\ 91N \\ N I\\\10 \ \I \ \\ \ \\\ 11 \ \\ \ \\ H I12 \J \I \\ \ I\ti N pH Adjustment Log for Preserved Samples Sample ID Type of Preservative pH upon receipt Date preservation adjusted Time preservation Amount of Preservative Lot# adjusted added Note: Whenever there Is a discrepancy affecting North Carolina compliance samples,a copy of this form will he sent to the North Carolina DEHNR Certification Office i.e. Out of hold,incorrect preservative,out of temp,incorrect containers. Page 11 of 11 1/9/23, 10:29 AM USGS Current Conditions for USGS 02094770 SOUTH BUFFALO CREEK AT US 220 AT GREENSBORO,NC USGS Home usGs Contact USGS science for a changing world Search USGS National Water Information System: Web Interface USGS Water Resources Data Cateaorv: Geoaraohic Area: Surface Water se North Carolina vi GO Click forNews Bulletins Click for state-specific text 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 se GO Click to hidestation-specific text r This station is operated in cooperation with the City of Greensboro, North L g Carolina. GREENSBORO This station managed by the South Atlantic WSC Raleigh Field Office. Available Parameters Period of Record • All 3 Available Parameters for this site IN 00045 Precipitation(Sum) 1999-09-30 2023-01-08 O 00060 Discharge(Max.,Min.,Mean) 1998-08-01 2023-01-08 O 00065 Gage height(Max.,Min.,Mean) 1998-07-21 2023-01-08 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 (o) Summary of all available data for this site GO Instantaneous-data availability statement -- or -- Begin date 2023-01-04 End date 2023-01-04 https://waterdata.usgs.gov/nc/nwis/dv?cb_00045=on&format=html&site_no=02094770&legacy=&referred_module=sw&period=&begin_date=2023-01-... 1/2 1/9/23, 10:29 AM USGS Current Conditions for USGS 02094770 SOUTH BUFFALO CREEK AT US 220 AT GREENSBORO, NC Daily Sum Precipitation, total, inches_ DATE Tan 20231 04 0.64P I COUNT 1 MAX 0.64 MIN 0.64 Explanation P 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 Accessibility FOIA Privacy Policies and Notices U.S. Department of the Interior I U.S. Geological Survey USA.g271 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: 2023-01-09 10:28:51 EST 1.55 1.48 vaww02 https://waterdata.usgs.gov/nc/nwis/dv?cb_00045=on&format=html&site_no=02094770&legacy=&referred_module=sw&period=&begi n_date=2023-01-... 2/2 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/ / / / / / / / or Certificate of Coverage No.: N/C/G/0 /8 /0 / 7/ 9/9/ Facility Name: Hugh Medford Municipal Operations Center County: Guilford Phone No. 336-209-8934 Inspector: Lorien Deaton Date of Inspection: 01/04/2023 Time of Inspection: 1004 Total Event Precipitation(inches): 0.64 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.?6*-11 (Signature of Permittee or Designee) 1. Outfall Description: Outfall No. A Structure(pipe,ditch,etc.): Retention Pond Receiving Stream: South Buffalo Creek Describe the industrial activities that occur within the outfall drainage area: Equipment storage, Employee parking, soil stockple 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: 10 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: 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: pl 2 3 4 5 7. Is there any foam in the stormwater discharge? 0 Yes }i? No. 8. Is there an oil sheen in the stormwater discharge? °Yes R. No. 9. Is there evidence of erosion or deposition at the outfall? 0 Yes sic.No. 10. Other Obvious Indicators of Stormwater Pollution: List and describe 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-gps Permit No.: N/C/ / / / / / / / or Certificate of Coverage No.: N/C/G/0 /8 /0 / 7/ 9/9/ Facility Name: Hugh Medford Municipal Operations Center }� County: Guilford Phone No. 336-209-8934 Inspector: Lorien Deaton Date of Inspection: 01/04/2023 Time of Inspection: 1015 Total Event Precipitation(inches): 0.64 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: ignature of Permittee or D ignee) 1. Outfall Description: Outfall No. E Structure(pipe, ditch,etc.): Stormwater Conveyance Receiving Stream: Mile Run Creek Describe the industrial activities that occur within the outfall drainage area: Road salt storage. Employee parking,mulch storage 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 brown 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: IQ 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: © 2 3 4 5 7. Is there any foam in the stormwater discharge? 0 Yes 5p No. 8. Is there an oil sheen in the stormwater discharge? °Yes c No. 9. Is there evidence of erosion or deposition at the outfall? 0 Yes No. 10. Other Obvious Indicators of Stormwater Pollution: List and describe 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-242,1ast modified 06/01/201S