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NCG030695_DMR YR 1 Period 2_20200127
J January 23, 2020 Division of Energy Mineral and Land Resources Attn: Central Files 1617 Mail Service Center Raleigh, NC 27699-1617 Central Files: P.O. Box 5030 2020 Ashcraft Avenue Monroe, NC 28111-5030 Phone: (704) 289-451 l Fax: (704) 290-5194 Email: Danielle.Barrack@atimetals.com Attached, please find stormwater monitoring data for Permit No NCG030695. The originals and one copy are included. The monitoring data is for the following monitoring schedule: ..:MonitoringPeriod Sam' to Mmber Start End Year I — Period 2 1 July 1, 2019 December 31, 2019 Analytical monitoring includes: • Outfall #01: Under Construction • Outfall #02 • OutfaIl #03: No Flow If you have any questions or need additional information, please contact me at 704-289-4511 x3998. Thank you. Sincerely, Danielle Barrack Manager, EH&S W AT I Sp€:cialty ¢Materials ATI (Allvac) -- Bakers Campus (BPO & EIGA) S_tormwater Monitoring Report Form Sample Date: Sample Time: Sample Location: Stormwater Discharge Outfall ## 01 Drainage Area= 1,809,000 sq. ft. = 25 Acres Impervious= 30% Person Collecting Samples: Laboratory Performing Analysis: Analytical Techniques and Methods: 40 CFR Part 136 Results of Sample Analysis: Parameter Results (mg/I) Benchmark Values (mg/1) pH (std units) 6-9 T5S 100 Copper, Total Recoverable C 0.010 Lead, Total 0.075 Zinc, Total Recoverable 0.126 Non -Polar Oil & Grease/TPH . /�, 15 Temperature Deg. Celsius Storm Date: Storm Duration: Duration of time preceding rain event exceeding 0.1": Estimated Flow Calculation: (Hrs.) Inches of Rainfall: (Hrs.) Q=CIA Q (Total) = Q (Pervious Area) + Q (Impervious Area) Q (Tot., cfs) = (A x inches rain/12 inches/ft. x 25 acres x .70) + (.9 x inches rain/12 inches/ft. x 25 x .30) Q (Total, cfs) = 0.5833 x cfs (Inches of rain) + 0.5625 x (inches of rain) Rev. 01 Date of Rev.: 1/22/2020 0 AT I Specialty Materials, ATI (Allvac) — Bakers Campus (BPO & EIGA) Stormwater Monitorin Re ort Form Sample Date: Sample Time: _ P t. Sample Location: Stormwater Discharge Outfall # 02 Drainage Area= 217,800 sq. ft. = 5 Acres % Impervious= 30% Person Collecting Samples: Laboratory Performing Analysis: �r-e Aa Analytical Techniques and Methods: 40 CFR Part 13 Results of Sample Analysis: Parameter Results (mg/1) Benchmark Values (mg/1) pH (std units) 6-9 TSS l8• 100 Copper, Total Recoverable 0.010 Lead, Total NTH 0.075 Zinc, Total Recoverable 0.126 Non -Polar Oil & Grease/TPH 15 Temperature %3 Deg. Celsius Storm Date: /0 - Storm Duration: 1.02 L (Hrs.) Inches of Rainfall: Q •,34 Duration of time preceding rain event exceeding 0.1": /9a? _ (Hrs.) Estimated Flow Calculation: Q=CIA Q (Total) = Q (Pervious Area) + Q (Impervious Area) Q (Tot., cfs) = (.4 x inches rain/12 inches/ft. x 5 acres x .70) + (.9 x inches rain/12 inches/ft. x 5 x .30) Q (Total, cfs) = 0.1167 x 0, -?4 (Inches of rain) + 0.1125 x D .3O (Inches of rain) = Q•OG3S-5-cfs Rev. 01 Date of Rev.: 1/22/2020 c� aceAnalytical www.pacelabs.com December 20, 2019 Scott Ryan Allvac Monroe, NC RE: Project: SW OUTFALL#02 Pace Project No.: 92456941 Dear Scott Ryan: Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Enclosed are the analytical results for sample(s) received by the laboratory on December 11, 2019. The results relate only to the samples included in this report. Results reported herein conform to the most current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual, where applicable, unless otherwise noted in the body of the report. If you have any questions concerning this report, please feel free to contact me. Sincerely, Matthew Brainard matthew.brainard@pacelabs.com (704)875-9092 Project Manager Enclosures cc: Danielle Barrack, Allvac Tyler Mercer, AT! Specialty Materials David Pope, Allvac 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 12 aceAnalyical" www.pacelabs.com Project: SW OUTFALL#02 Pace Project No.: 92456941 Pace Analytical Services, LLC 9800 KinceyAve. Suite 100 Huntersville, NC 28078 (704)875-9092 Pace Analytical Services Charlotte 9800 Kincey Ave. Ste 100, Huntersville, NC 28078 Louisiana/NELAP Certification # LA170028 North Carolina Drinking Water Certification #: 37706 North Carolina Field Services Certification #: 5342 North Carolina Wastewater Certification #: 12 Pace Analytical Services Asheville 2225 Riverside Drive, Asheville, NC 28804 Florida/NELAP Certification #: E87648 Massachusetts Certification M M-NC030 North Carolina Drinking Water Certification #: 37712 CERTIFICATIONS South Carolina Certification #: 99006001 Florida/NELAP Certification #: E87627 Kentucky UST Certification #: 84 Virginia/VELAP Certification #: 460221 North Carolina Wastewater Certification #: 40 South Carolina Certification #: 99030001 VirginiaNELAP 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 12 Pace Analytical Services, LLC accAnalytica!® 9800KinceyAve. Suite100 Huntersville, NC 28078 www.pacelabs.com (704)875-9092 SAMPLE ANALYTE COUNT Project: SW OUTFALL#02 Pace Project No.: 92456941 Analytes Lab ID Sample ID Method Analysts Reported Laboratory 92456941001 BPO SW02 EPA 1564S HH 1 PASI-C EPA 200.7 Rev 4.4 1994 SH1 3 PASI-A SM 254OD-2011 CJL 1 PASI-A REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, I.I.C. Page 3 of 12 aceAnalytical www.pacelabs.com ANALYTICAL RESULTS Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Project: SW OUTFALL#02 Pace Project No.: 92456941 Sample: BPO SW02 Lab ID: 92456941001 Collected: 12/10/19 09:40 Received: 12/11/19 08:55 Matrix: Water Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual Field Data Analytical Method: Collected By DPJ 1 12/10/19 09:52 Collected Date 12/10/19 1 12/10/19 09:52 Collected Time 09:46 1 12/10/19 09:52 pH 7.1 Std. Units 1 12/10/19 09:52 Temperature 13.6 deg C 1 12/10/19 09:52 HEM, Oil and Grease Analytical Method: EPA 1664B Oil and Grease ND mg1L 4.8 1 12/20/19 07:39 200.7 MET ICP Analytical Method: EPA 200.7 Rev 4.41994 Preparation Method: EPA 200.7 Rev 4.4 1994 Copper ND ug/L 5.0 1 12/14/19 02:13 12/17/19 10:20 7440-50-8 Lead ND ug/L 5.0 1 12/14/19 02:13 12/17/19 10:20 7439-92-1 Zinc ND ug/L 10.0 1 12/14/19 02:13 12/17/19 10:20 7440-66-6 2540D Total Suspended Solids Analytical Method: SM 254OD-2011 Total Suspended Solids 18.2 mg/L 4.2 1 12/17/19 11:32 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 12/20/2019 02:19 PM without the written consent of Pace Analytical Services, I.L.C. Page 4 of 12 aceAnalytical www.pacelabs.com Project: SW OUTFALL#02 Pace Project No.: 92456941 QC Batch: 515959 QC Batch Method: EPA 1664B Associated Lab Samples: 92456941001 METHOD BLANK: 2764710 Associated Lab Samples: 92456941001 Parameter Units Oil and Grease mg/L LABORATORY CONTROL SAMPLE: 2764711 Parameter Units Oil and Grease mg/L Pace Analytical Services, LLC 9B00 KinceyAve. Suite 100 Huntersville, NC 28078 (704)875-9092 QUALITY CONTROL DATA Analysis Method: EPA 1664B Analysis Description: 1664 HEM, Oil and Grease Matrix: Water Blank Reporting Result Limit Analyzed Qualifiers ND 5.0 12/20/19 07:37 Spike LCS LCS % Rec Conc. Result % Rec Limits Qualifiers 38.5 38.5 100 78-114 MATRIX SPIKE SAMPLE: 2764712 92456978001 Spike MS MS % Rec Parameter Units Result Conc. Result % Rec Limits Qualifiers Oil and Grease mg/L ND 38.5 9.9 16 78-114 M1 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: 12/20/2019 0219 PM without the wdften consent of Pace Analytical Services, LLC. Page 5 of 12 laneAnalytical" www.pacelabs.eom QUALITY CONTROL DATA Project: SW OUTFALL#02 Pace Project No.: 92456941 QC Batch: 514803 Analysis Method: EPA 200.7 Rev 4.4 1994 QC Batch Method: EPA 200.7 Rev 4.4 1994 Analysis Description: 200.7 MET Associated Lab Samples: 92456941001 METHOD BLANK: 2759197 Matrix: Water Associated Lab Samples: 92456941001 Blank Reporting Parameter Units Result Limit Analyzed Qualifiers Copper ug/L NO 5.0 12/17/19 09:33 Lead ug/L NO 5.0 12/17/19 09:33 Zinc ug/L NO 10.0 12/17/19 09:33 Pace Analytical Services, LLC 9800 KinceyAve. Suite 100 Huntersville, NC 28078 (704)875-9092 LABORATORY CONTROL SAMPLE: 2759198 Spike LCS LCS % Rec Parameter Units Conc. Result % Rec Limits Qualifiers Copper ug1L 500 479 96 85-115 Lead ug/L 500 485 97 85-115 Zinc ug/L 500 475 95 85-115 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2759199 2759200 MS MSD 92456799006 Spike Spike MS MSD MS MSD % Rec Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qua] Copper ug/L NO 500 500 483 480 96 96 70-130 1 Lead ug1L NO 500 500 488 488 97 97 70-130 0 Zinc ug1L NO 500 500 487 488 97 97 70-130 0 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2759201 2759202 MS MSD 92457038002 Spike Spike MS MSD MS MSD % Rec Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual Copper ug/L NO 500 500 550 488 110 97 70-130 12 Lead ug/L NO 500 500 492 484 98 97 70-130 2 Zinc ug/L NO 500 500 525 483 105 96 70-130 8 Results presented on this page are in the units indicated by the "Units` column except where an alternate unit Is presented to the right ofthe result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full. Date: 12/20/2019 02:19 PM without the written consent of Pace Analytical Services, LLC. Page 6 of 12 aceAnalydical www.pactiabs.com QUALITY CONTROL DATA Project: SW OUTFALL#02 Pace Project No.: 92456941 QC Batch: 515128 Analysis Method: SM 2544D-2011 QC Batch Method: SM 254OD-2011 Analysis Description: 2540D Total Suspended Solids Associated Lab Samples: 92456941001 METHOD BLANK: 2760630 Matrix: Water Associated Lab Samples: 92456941001 Blank Reporting Parameter Units Result Limit Analyzed Qualifiers Total Suspended Solids mg/L ND 2.5 12117/19 11:32 LABORATORY CONTROL SAMPLE: 2760631 Spike Parameter Units Conc. Total Suspended Solids mg/L 250 SAMPLE DUPLICATE: 2760632 92457023001 Parameter Units Result Total Suspended Solids mg1L 95.0 SAMPLE DUPLICATE: 2760633 92457338001 Parameter Units Result Total Suspended Solids mg1L 232 LCS LCS Result % Rec 226 90 Pace Analytical Services, LLC 9800 KinceyAve. Suite 100 Huntersville, NC 28078 (704)875-9092 % Rec. Limits Qualifiers 90-110 Dup Result RPD Qualifiers 251 90 D6 Dup Result RPD Qualifiers 206 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: 12/20/2019 02:19 PM without the written consent of Pace Analytical Services, LLC. Page 7 of 12 aceAnalXical www,pacelabs.com QUALIFIERS Project: SW OUTFALL#02 Pace Project No.: 92456941 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. Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Hun€ersville, NC 28078 (704)875-9092 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, unfounded 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 Acryfonitrile 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. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC institute. PASI-A Pace Analytical Services -Asheville PASI-C Pace Analytical Services - Charlotte 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. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 12/20/2019 02:19 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 12 amAnalj4kal www,pacalabs.com QUALITY CONTROL DATA CROSS REFERENCE TABLE Project: SW OUTFALL#02 Pace Project No.: 92456941 Pace Analytical Services, LLC 9800 KinceyAve. Suite 100 Huntersvllle, NC 28078 (704)875-9092 Analytical Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch 92456941001 BPO SWO2 92456941001 BPO SW02 EPA 1664B 515959 92456941001 BPO SW02 EPA 200.7 Rev 4.4 1994 514803 EPA 200.7 Rev 4.4 1994 514814 92456941001 BPO SW02 SM 2540D-2011 515128 Date: 1212012019 02:19 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 9 of 12 Document Name: Document Revised: February 7, 2018 m aeeAnalytieal Sample Condition Upon Receipt(SCUR) Pagel of 2 Document No.: Issuing Authority: 1 F•CAR•CS-033•Rev.06 Pace Carolinas Quali!y Office Laboratory receiving samples: Asheville ❑ Eden❑ Greenwood ❑ Huntersville/ Raleigh❑ Mechanicsville❑ . Client lug W®# : 92456941 Courier: []Fed Ex ❑UPS ❑USPS " Ilent ll � ❑ Commercial []Pace ❑Other: s245asse41 Custody Seal Present? ❑Yes �, Iv Seals Intact? Dyes .�No�� Date/rnitials Person Examining Contents.. / �o -J � f Packing Material: ❑Bubble Wrap ubble Bags ❑None ❑ Other Glo:oglcal Tissue F ozen? Thermometer: ❑Yes ❑No�/A R Gun ID: 92T05B Type of lie: Wet ❑Byre ❑None Cooler Temp ('C): 3 Correction Factor: Add/Subtract I'C) O.O°C 3 Temp should be above freezing to 6'C Cooler Temp Corrected ('C): ❑Samples out of temp criteria. Samples on ice, cooling process has begun USDA Regulated Soil S[D—WA, water sample) Did samples originate in a quarantine zone within the United States: CA, NY, or SC {check maps)? Did samples originate from a foreign source (internationally, mv— f edI inrhrdina Hawaii and Puerto Ricol? f iYes Fluo Comments/Dls crepa ncy: Chain of Custody Present? Yes No N/A 1. Samples Arrived within Hold Time? Yes ❑No N/A 2. Short Hold Time Analysis (c72 hr.)? layes No N/A 3. Rush Turn Around Time Requested? Qves wNo []N/A 4. _ Sufficient Volume? Lafes No QNJA 5. + Correct Containers Used? �]Y i []No []N/A 6. -Pace Containers Used? es ❑No NIA _ Containers Intact? lres No NIA 7. Dissolved analysis: Samples Field Filtered? QYes Na ❑N/A S. Sample Labels Match COC? --�'Ye-s ❑No []N/A 9. -Includes Date/Time/ID/Analysis Matrix: Headspace'n VOA Vials (?S-6mm)? Dyes No N/A 10. _ Trip Blank Present? []Yes ❑No /A 11. Trip Crank Custody Seals Present? Yes No NIA COMMENTS/SAMPLE DISCREPANCY Field Data Required? Dyes [:]No Lot ID of split containers: CLIENT NOTIFICATION/RESOLUTION Person contacted: Datetrime: Project Manager SCURF Review: / I//) Date- Project Manager SRF Review: ` __- Date: r) I r Pace 10 of 12 Document Name: Document Revised: February 7, 2018 a Sample Condition Upon Recelpt(SCURI Page 1 of 2 aCeAna1Xica! Document No.: Issuing Authority: ! r F-CAR-CS-033-Rev.06 Pace Carolinas Quality Office *Check mark top half of box if pH and/or dechiorination is verified and within the acceptance range for preservation samples. Exceptions: VOA, Couform, TOC, oil and Grease, mo/8o15 {water) DOC, LLHg "Bottom half of box is to list number of bottle Project# WV# : 92456941 PM: MWB Due Date: 12/20/19 CLIENT: 92—Allvee NC z x m 2 Z Z Z a 2 '^„ Q? 9 = .mom.•. toN d a w a y a a `w Z a y l7 i w vs g 4 2 .n u " r4 ry Q S a n a a 4p O q p n a a c O O Z 2 v a a N r S c c O n C V = N 2 a v1 G 0 7 N 4. 6 Z Z 4 a Y z V N C M �. M A r W S S �e . N er i-• ro N a v a N a E a E a a ¢ a ¢ Q w y w m E Q c a a. a 4. a Q 4 ¢ `'� p O u en a E E E E E v : r�r E E E E i i fE� pE E E to O ut u1 .a :.-. _ •, of N _ of t7 C C 9 O O Y e Y �C Y vni . N o a j 7 7` !v 4 u S .vi• M m m O; a�i ill 6 %� o� Q a a a .'a [9L9 rn t7 m t7toa y m m a m d d O 7 7 CI J1E 3 b S s a TT. ' 9 10 11 12 pH Adjustment Log fnr Preserved Samples Sample 10 Type of Preservative pH upon reeelpt Gate preservation adjusted Time preservation adjusted Amount of Preservative added Lot N Note: Whenever tnere is a ovscrepancy arrectmg :vu, to tid-vul Ia 1 ••,r o.., , .., _ __r, -. _..._ . _ ....... Out of hold, incorrect preservative, out of temp, incorrect containers. Page 11 of 12 rojeet Number/Name: tm ler's Signature: F 0 3 y � G CL S x A 0 's. �99. Stormwater Monitorin Chain of Custody Record all #02 Project Location:ATI SM-Bakers Powders qlltZo.A- Date: r a � G G Requested Test Parameters O y0 G G I® HNO3 Y Total Recoverable: Lead,Copper, Zinc G GO 1 None Y TSS ys, - I G I ®/ P f HCL I Y 10il & Grease Onsite Field pH Analysis pH: J f (s.u.) Sample Time: !�•' Analysis Time: 9.1$r Meter Calibrated: A� / N Sampling and field analysis completed by: Relinquished By: Date: Thne: ; Relinquished By: Date: Tine EHS-SW-Chain of Costody Outtall 02-Rev 001 OC 001) W1 Onsite Field Temperature Analysis 9.6 (°C) Sample Tune: Analysis Time: 9, eter Calibrated:® / N Received By: Date: j ,Z 1 ! / �%) Time: ' Received By: Date: Time: %e.�r�0 � 1 • � Page 12 of 12 AT 1 Specialty Materials ATI (Allvac) — Bakers Campus (BPO & EIGA) Stormwater Monitoring Report Form Sample Date: Sample Time: Sample Location: Stormwater Discharge Outfall # 03 Drainage Area= 130,680 sq. ft. = 3 Acres % Impervious= 50% Person Collecting Samples: Laboratory Performing Analysis: Analytical Techniques and Methods: 40 CFR Part 136 Results of Sample Analysis: Parameter Results (mg/1) Benchmark Values (mg/1) pH (std units) 6-9 TSS 100 Copper, Total Recoverable UW 0.010 Lead, Total 0.075 Zinc, Total Recoverable OW 0.126 Non -Polar Oil & Grease/TPH 15 Temperature Deg. Celsius Storm Date: Storm Duration: Duration of time preceding rain event exceeding 0.1": Estimated Flow Calculation: (Hrs.) Inches of Rainfall: (Hrs.) Q=CIA Q (Total) = Q (Pervious Area) + Q (Impervious Area) Q (Tot., cfs) = (A x inches rain/12 inches/ft. x 3 acres x .50) + (.9 x inches rain/12 inches/ft. x 3 x .50) Q (Total, cfs) = 0.05 x cfs (Inches of rain) + 0.1125 x (Inches of rain) Rev. 01 Date of Rev.: 1/22/2020 Environmental Quality Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report For guidance on filling out this form, please visit https://deq.ne.gov/about/divisions/energy-mineral-land-resources/ npdes-stormwater-gp s Permit No.: N_ICI 1 1 1 1 I l / or Certificate of Coverage No.: N_ICIG_I01310161 Q 1•sl Facility Name: /��� ���4GtC At;2o S County: zzl&I%GA- Phone No. %e y'a e9 -Z; // Inspector: f?3wa `D�(J Date of Inspection: Time of Inspection: Total Event Precipitation (inches): ©. ,3D 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 stone event must have been at least 72 hours prior. The 72-hour storm interval does not apply if the pennittee 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 Office. By this signature, I certify that this report is accurate and complete to the best of my knowledge: (Signature of Permittee br 1. Outfall Description: Outfall No. PD -SW o a Structure (pipe, ditch, etc.): e /di�� Receiving Stream: Describe the industrial activities that occur within the outfall drainage area: v4b'r-� �i^st40io . <)OP,&- snow. r ar�� Page I of 2 SWU-242, Last modified 06/01/2019 2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint (light, medium, dark) as descriptors: L' ��ar 3. Odor: Describe any distinct odors that die discharge may have (i.e., smells strongly of oil, weak chlorine odor, etc.): 4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear and 5 is very cloudy: ZD 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: 7. 8. 9. <D 2 3 4 5 Is there any foam in the stormwater discharge? O Yes ONO. Is there an oil sheen in the stormwater discharge? OYes ®No. _ Is there evidence of erosion or deposition at the outfall? O Yes Do. 10. Other Obvious Indicators of Stormwater Pollution: List and describe OR-149/L e- 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 5WU-242, Last modified 06I0V2018 1- 7 =li 34 i i it 7, 0 0 E L o � z 0 0 "C b G � 0 oF�v°� E `L ^ i v LIZ L U o. w v PLI _O � •0. G p O y R O U to �^ t a L U "Q �L i i L � 6 oz T O