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HomeMy WebLinkAboutNCG030530_MONITORING INFO_201908199 ` MGM Brakes ` � Division of Indian Head Industries, Inc P.O. Box 70-Park Avenue -Murphy, NC 28906 Telephone (828) 837-2117 FAX (828) 837-7521 August 12, 2019 Central Files Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Re: Stormwater General Permit No. NCG030000 Certificate of Coverage No. NCG030530 To Whom It May Concern, RECEIVED AUG 19 2019 CENTRAL FILES DINR SECTION Enclosed, you will find duplicate signed copies of our Analytical Monitoring Lab Results and Qualitative Monitoring Results for the second half of calendar year 2019. Also attached are the analytical analysis results of our stormwater discharge at permit described collection/discharge points (Pace Project Number 92414568). TSS, oils and grease was analyzed by Environmental Inc. The following attachments (2 copies of each) are included in this submittal: • Semi -Annual Stormwater Discharge Monitoring Report (Form # SWU-245) for Outfall #'s 4, 5, and 6. • Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report (Form # SWU-242) for Outfall #'s 1, 2, 3, 4, 5, and 6. • Analytical results from Pace Analytical and Environmental Inc. • Chain of Custody/Analytical Request Document If you have any further questions, please contact me at (828) 837-2117 ext. 2520. Sincerely, pely,, G l / J (�4` Michael Carter Quality and Environmental Systems Manager / ORC Semi-annual Stormwater Discharge Monitoring Report for North Carolina Division of Water Quality General Permit No. NCG030000 Date submitted: August 12, 2019 CERTIFICATE OF COVERAGE NO. NCG03030530 FACILITY NAME MGM BRAKES COUNTY CHEROKEE PERSON COLLECTING SAMPLES: MICHAEL CARTER LABORATORY: ENVIRONMENTAL INC. Lab Cent. # 57 Comments on sample collection or analysis: Part A: Stormwater Benchmarks and Monitoring Results SAMPLE COLLECTION YEAR 2019 SAMPLE PERIOD ❑ Jan -June ® July -Dec or ❑ Monthly' (month) DISCHARGING TO CLASS ❑ORW ❑HQW ❑Trout ❑PNA []Zero -flow []WaterSupply ❑SA ❑Other PLEASE REMEMBER TO SIGN ON PAGES 2 AND/OR 3 4 ❑ No discharge this period?2 Outfall No. Date Sample Collected' (mo/dd/yr) 24-hour rainfall amount, Inches3 Total Suspended Solids pH, Standard units Copper Lead Zinc Non -Polar O&G/Total Total Petroleum Hydrocarbons Toxic Organics Benchmarks =__> - - 100 mg/L or 50 mg/L" 6.0 — 9.0 0.007 mg/L 0.030 mg/L 0.067 mg/L 15 mg/L 1 mg/L 4 07/17/2019 0.20" 9.7 6.73 <0.005 <0.005 0.0877 11.9 NA 5 07/17/2019 0.20" 15.8 6.47 <0.005 <0.005 0.0705 10.2 NA 6 07/17/2019 0.20" <5.0 6.88 <0.005 <0.005 0.0687 9.6 NA 'Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceed ance for the same parameter at the same outfall. 2 For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here. 'The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement. "See General Permit, Table 3 identifying the especially sensitive receiving water classifications where the more protective benchmark applies. 5 Total Toxic Organics sampling is applicable only for those facilities which perform metal finishing operations, manufacture semiconductors, manufacture electronic crystals, or manufacture cathode ray tubes. For purposes of this permit the definition of Total Toxic Organics is that definition contained in the EPA Effluent Guidelines for the facility subject to the requirement to sample (for metal finishing use the definition as found in 40 CFR 433.11; for semiconductor manufacture use the definition as found in 40 CFR 469.12; for electronic crystal manufacture use the definition as found in 40 CFR 469.22; and for cathode ray tube manufacture use the definition found in 40 CFR 469.31). Permit Date: 11/1/2012-10/31/2017 SWU-245, last revised 10/25/2012 Page 1 of 3 Facilities that incorporate a solvent management plan into the Stormwater Pollution Prevention Plan may so certify, and the requirement for TTO monitoring may be waived. The solvent management plan shall include a list of the total toxic organic compounds used and the other elements listed in the General Permit. For those facilities electing to employ the TTO monitoring waiver, the discharger shall sign the following certification statement: "Based upon my inquiry of the person or persons directly responsible for managing compliance with the permit monitoring requirement for total toxic organics (TTO), I certify that to the best of my knowledge and belief, no dumping of concentrated toxic organics into the stormwater or areas which are exposed to rainfall or stormwater runoff has occurred since filing the last discharge monitoring report. I further certify that this facility is implementing the all the provisions of the solvent management plan included in the Stormwater Pollution Prevention Plan." Michael Carter Name (Print name) Quality and Environmental Systems Manager / ORC Title (Print title) L Tnle K Jl (Signature) (Date) Note: Results must be reported in numerical format. Do not report Below Detection Limit, BDL, <PQL, Non -detect, ND, or other similar non -numerical format. When results are below the applicable limits, they must be reported in the format. "<XX mg/L", where XX is the numerical value of the detection limit, reporting limit, etc. in mg/L. Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 1, or Tier 3 responses. See General Permit text. Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month. ❑ No discharge this period?z Outfall No. Date Sample , Collected (mo/dd/yr) 24-hour rainfall amount, Inches' Non -polar O&G/TPH by EPA 1664 (SGT-HEM) Total Suspended Solids pH Benchmarks =__> - - 15 mg/L 100 mg/L or 50 mg/L* 6.0 — 9.0 SU Footnotes from Part A also apply to this Part B * See General Permit text, Table 5, identifying the especially sensitive receiving water classifications where the more protective benchmark applies. Permit Date: 11/1/2012-10/31/2017 SWU-245, last revised 10/25/2012 Page 2 of 3 Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text. FOR PART A AND PART B MONITORING RESULTS: • A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART II SECTION B. • 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART II SECTION B. • TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANYONE OUTFALL? YES ❑ NO ❑ IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑ REGIONAL OFFICE CONTACT NAME: REFERENCE THE INSPECTION BY DARLENE KUKEN TO EXTEND STORMWATER PERMIT. OUR PERMIT WAS APPROVED FOR ZINC AND COPPER. Mail an original and one copy of this DMR including all "No Discharge" reports within 30 days of receipt of the lab results for at end of monitoring period in the case of "No Discharge" reports) to: Division of Water Quality Attn: DWQ Central Files 1617 Mail Service Center Raleigh, North Carolina 27699-1617 YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED: "I certify, 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) (Date) Permit Date:ll/1/2012-10/31/2017 SWU-245, last revised 10/25/2012 Page 3 of 3 Environmental Quality Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report For guidance on filling out lhis form, please visit littps://deq.ne.gov/about/divisions/energy-mineral-land-resources/ n pdes-stone wate r-gps Penn it No.: N/C/G/ 0/3/0 /0 /0 /0/ or Certificate of Coverage No.: N/C/G/ 0 /3 / 0/ 5/3/ 0/ Facility Name: MGM BRAKES County: CHEROKEE Phone No. 828-837-2117 Inspector: MICHAEL CARTER Date of Inspection: JULY 17, 2019 Time of Inspection: 1:15 PM Total Event Precipitation (inches): 0.20" 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 DEMI-R 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 Receiving Stream: Structure (pipe, ditch, etc.): PIPE Describe the industrial activities that occur within the outfall drainage area: Page I of 2 S W t1-242, Last modi I! ed 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.): NO ODOR OBSERVED 4. Clarity: Choose the number which best describes the clarity of the discharge, where I is clear and 5 is very cloudy: 1 _2� 3 4 5 5. Floating Solids: Choose the number which best describes the amount of Floating solids in the stormwater discharge, where I is no solids and 5 is the surface covered with floating solids: 3 4 5 6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater discharge, where I is no solids and 5 is extremely muddy: V 3 4 5 7. Is there any foam in the stormwater discharge? O Yes .f No. 8. Is there an oil sheen in the stormwater discharge? OYes -Of No. 9. Is there evidence of erosion or deposition at the outfall? O Yes *fNo. 10. Other Obvious Indicators of Stormwater Pollution: List and describe NO OBVIOUS INDICATORS OF STORMWATER POLLUTION OBSERVED 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 b'or hwidance on filling out this form, please visit Mips:Hdeq.iic.gov/abouddivisions/energy-mineral-land-resources/ n pdes-storm water-gps Permit No.: N/C/G/ 0 / 3 / 0 /0 /0 / 0 / or Certificate of Coverage No.: N/C/G/ 0 /3 / 0/5/3/ 0/ Facility Name: MGM BRAKES County: CHEROKEE Phone No. 828-837-2117 Inspector: MICHAEL CARTER Date of Inspection: JULY 17, 2019 Time of Inspection: 1:15 PM Total Event Precipitation (inches): 0.20" 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: 91�w (/G�txi' r (Signature of Permittee or Designee) 1. Outfall Description: Outfall No. 002 Structure (pipe, ditch, etc.): PIPE Receiving Stream: Describe the industrial activities that occur within the outfall drainage area: Page I of 2 S W I1-242, Lest 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.): NO ODOR OBSERVED 4. Clarity: Choose the number which best describes the clarity of the discharge, where I is clear and 5 is very cloudy: 2/ 3 4 5 5. Floating Solids: Choose the number which best describes the amount of floating solids in the stormwater discharge, where I 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 I is no solids and 5 is extremely muddy: ,V 3 4 5 7. Is there any foam in the stormwater discharge? O Yes of No. 8. Is there an oil sheen in the stormwater discharge'? OYes VNo. 9. Is there evidence of erosion or deposition at the outfall? O Yes QfNo. 10. Other Obvious Indicators of Stormwater Pollution: List and describe NO OBVIOUS INDICATORS OF STORMWATER POLLUTION OBSERVED 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 Fnvironmentul Quality Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report For guidance on filling out this form, please visit littps://deq.nc.gov/abotit/divisioiis/energy-mineral-land-resources/ n pdes-stormwate r-gps Permit No.: N/C/G/ 0/3/0 /0 /0 /0/ or Certificate of Coverage No.: N/C/G/ 0 /3 / 0/ 5/3 / 0/ Facility Name: MGM BRAKES County: CHEROKEE Phone No. 828-837-2117 Inspector: MICHAEL CARTER Date of Inspection: JULY 17, 2019 'time of Inspection: 1:15 PM Total Event Precipitation (inches): 0.20" 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 (luring 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.) Receiving Stream: PIPE Describe the industrial activities that occur within the outfall drainage area: Page I of S W IJ-242, Last modified ied 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.): NO ODOR OBSERVED 4. Clarity: Choose the number which best describes the clarity of the discharge, where I is clear and 5 is very cloudy: 2/ 3 4 5 5. Floating Solids: Choose the number which best describes the amount of floating solids in the stormwater discharge, where I is no solids and 5 is the surface covered with Floating solids: V 3 4 5 6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater discharge, where I is no solids and 5 is extremely muddy: V 3 4 5 7. Is there any foam in the stormwater discharge? O Yes qrNo. 8. Is there an oil sheen in the stormwater discharge? Oyes VNo. 9. Is there evidence of erosion or deposition at the outfall? O Yes qfNo. 10. Other Obvious Indicators of Stormwater Pollution: List and describe NO OBVIOUS INDICATORS OF STORMWATER POLLUTION OBSERVED 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 2of2 SWU-242, Lust modified 06/01/2018 Environmental Quality Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report harguidance onfillingom thisform, please visit https://deq.tic.gov/about/divisions/energy-mineral-land-resources/ n pdes-storm water-gps Permit No.: N/C/G/ 0/3/0 /0 /0 / 0/ or Certificate of Coverage No.: N/C/G/0 /3 / 0/ 5/3/ 0/ Facility Name: MGM BRAKES County: CHEROKEE Phone No. 828-837-2117 Inspector: MICHAEL CARTER Date of Inspection: JULY 17, 2019 Time of Inspection: 1:15 PM Total Event Precipitation (inches): 0.20" 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 Off ice. 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. 004 Receiving Stream: Structure (pipe, ditch, etc.): PIPE Describe the industrial activities that occur within the outfall drainage area: Page I of 2 S W IJ-242, Last nutdi 1 ied 06/01 /201 S 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.): NO ODOR OBSERVED 4. Clarity: Choose the number which best describes the clarity of the discharge, where I is clear and 5 is very cloudy: J 3 4 5 5. Floating Solids: Choose the number which best describes the amount of Floating solids in the stormwater discharge, where I is no solids and 5 is the surface covered with Floating solids: 3 4 5 6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater discharge, where I is no solids and 5 is extremely muddy: , 3 4 5 7. Is there any foam in the stormwater discharge? O Yes VFNo. 8. Is there an oil sheen in the stormwater discharge? oYes ;If No. 9. Is there evidence of erosion or deposition at the outfall? O Yes VFNo. 10. Other Obvious Indicators of Stormwater pollution: List and describe NO OBVIOUS INDICATORS OF STORMWATER POLLUTION OBSERVED 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 modified06/01/2018 Environmental Quality Stormwater Discharge Outfall (SDO) . Qualitative Monitoring Report I,orguidance onfi/ling out lhisjbrm, please visil https:Hdeq.iic.gov/abouUdivisioiis/energy-mineral-land-resources/ n pdes-storm water-gps Permit No.: N/C/G/ 0/3/0 /0 /0 / 0/ or Certificate of Coverage No.: N/C/G/ 0 /3 / 0/ 5/3/ 0/ Facility Name: MGM BRAKES County: CHEROKEE Phone No. 828-837-2117 Inspector: MICHAEL CARTER Date of Inspection: JULY 17, 2019 Time of Inspection: 1:15 PM Total Event Precipitation (inches): 0.20" 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 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. 005 Structure (pipe, ditch, etc.): PIPE Receiving Stream: Describe the industrial activities that occur within the outfall drainage area: Page I oft SWlJ-242, last modified 06/012019 2. Color: Describe the color of tile 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.): NO ODOR OBSERVED 4. Clarity: Choose the number which best describes the clarity of the discharge, where I is clear and 5 is very cloudy: 2/ 3 4 5 5. Floating Solids: Choose the number which best describes the amount of floating solids in the stormwater discharge, where I 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 I is no solids and 5 is extremely muddy: V') 3 4 5 7. Is there any foam in the stormwater discharge? o Yes qfNo. 8. Is there an oil sheen in the stormwater discharge? OYes VNo. 9. Is there evidence of erosion or deposition at the outfall? O Yes QfNo. 10. Other Obvious Indicators of Stormwater Pollution: List and describe NO OBVIOUS INDICATORS OF STORMWATER POLLUTION OBSERVED 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 2of2 SW1J-242, Lest modiki d 06/01/2018 K-C-a Environmental Quality Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report For guidance on filling out this Joan, please visit littps:Hdeq.iic.gov/about/divisions/energy-mineral-land-resources/ n pdes-storm water-gps Permit No.: N/C/G/ 0/3/0 /0 /0 / 0/ or Certificate of Coverage No.: N/C/O/ 0 /3 / 0/ 5/3/ 0/ Facility Name: MGM BRAKES County: CHEROKEE Phone No. 828-837-2117 Inspector: MICHAEL CARTER Date of Inspection: JULY 17, 2019 "rime of Inspection: Total Event Precipitation (inches): 0.20" 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. 006 Receiving Stream: Structure (pipe, ditch, etc.): PIPE Describe the industrial activities that occur within the outfall drainage area: Page I of 2 S W U-2Y2, Lust modified ied 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.): NO ODOR OBSERVED 4. Clarity: Choose the number which best describes the clarity of the discharge, where I is clear and 5 is very cloudy: 2/ 3 4 5 5. Floating Solids: Choose the number which best describes the amount of floating solids in the stormwater discharge, where I is no solids and 5 is the surface covered with floating solids: V 3 4 5 6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater discharge, where I is no solids and 5 is extremely muddy: V 3 4 5 7. Is there any foam in the stormwater discharge? O Yes qFNo. 8. Is there an oil sheen in the stormwater discharge'? oYes VNo. 9. Is there evidence of erosion or deposition at the outfall? O Yes qfNo. 10. Other Obvious Indicators of Stormwater Pollution: List and describe NO OBVIOUS INDICATORS OF STORMWATER POLLUTION OBSERVED 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 S W U-242, I.ast mad i fied 06/01 /2018 Chain of Custody Environmental, I Cam: Requested Analysis Preservative Facility MLn N, Brc-Ke S S+Or rn Out FC,11 N Client Phoni-9w,� Address ^ /� Fax �� h 3 7 "'-.'"- = v �c 1 �a/V ue 7 Sly` � 2 /11��Dti v, %V( �',9r (a (Email r(�C�({-p16rnam6laits.r, E 2` , v m E° v a)0 L 0 J a o Log Number Date Time Sample Location G/C CIZ °C pH m F li o z = z = = U7h71 l 4 13.1 S s,orM ou+(a„ �+y GJ 27,71L.7? IX 9 i I II X X I I sior Ou+FuII s b 8 �`' X Stall OJill �{6o,1� X W 4/+111141 ,y 1 1 1 1 1 Temperature: Fecal Sample: CIZ <0.2 Y / N Ammonia Sample: CIZ <0.2 Y / N pH <2 Y / N cha�l Iinpuul.M BYD111. N111 01: DYe' i SAMPLER NAME AND SIGNAIURH I Comments: DW ID# 37754 WW ID# 57 DW ID# 37797 PRINT Name ofSANIPLER: /11,(hat C2lEr� 2675 Skyland Drive 240D Swannanoa River Road Sylva, NC28779 Asheville, NC 28805 slcNAruaE�rsnnIPLER: o Indicated Samoles Forwarded to: lwiii � hdmdnhft ENVIRONMENTAL -Inc. Client Name: MGM Brakes Address: 229 Park Avenue Murphy. NC 28906 P.O. Box 954 Cullowhee, NC 28723 2675 Skyland Drive Sylva, NC 28779 Phone (828) 586-5588 (800) 213-4035 FAX (828) 586-0800 E-mail environmentalincPaol.com Certificate of Analysis Collection Date: 7/17/2019 Date Received: 7/17/2019 RESULTS Sample Identirication: MGM Brakes - Sturm Water #4 (erab) Parameters Result MDL Units Date Analyzed Method Foot - notes Solids, Total Suspended 9.7 5.0 mg/L 7/22/2019 SM 2540 D-1997 Oil and Grease 11.9 5.0 mg/L 7/30/2019 SM 5520 B-2001 Arsenic <0.0100 0.0100 mg/L 8/1/2019 EPA 2 00.7 1994 Cadmium <0.0010 0.0010 mg/L 8/1/2019 EPA 200.7 1994 Chromium <0.0050 0.0050 mg/L 8/1/2019 EPA 200.7 1994 Copper <0.0050 0.0050 mg/L 8/1/2019 EPA 200.7 1994 Lead <0.0050 0.0050 mg/L 8/1/2019 EPA 200.7 1994 Molybdenum <0.0050 0.0050 mg/L 8/1/2019 EPA 200.7 1994 Nickel <0.0050 0.0050 mg/L 8/1/2019 EPA 200.7 1994 Selenium <0.0100 0.0100 mg/L 8/1/2019 EPA 200.7 1994 Silver <0.0050 0.0050 mg/L 8/1/2019 EPA 200.7 1994 Zinc 0.0877 0.0100 mg/L 8/2/2019 EPA 200.7 1994 Mercury <0.00020 0.00020 mg/L. 7/25/2019 EPA 245.1 1994 * Analysis perlionued at Pace Analytical - Asheville. NC. Anthd y lironA Laboratory Supervisor ll�jlr�i Date Report prepared: 8/9/2019 1:41 1'M page I Pace Analytical Services, LLC aceAna/Xical 2225 Riverside Dr. r envpacelatc.wn Ashewlle. NC 26804 j (828)254-7176 ANALYTICAL RESULTS Project: MGM BRAKES Pace Project No.: 92438277 Sample: Storm Outfall#4 Lab IO: 92438277001 Collected: 07/1-1/1913:15 Received: 07124/1911:00 Matrix: Water Parameters Results Units Report Limit OF Prepared Analyzed CAS No, Oual 200.7 MET ICP Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994 Arsenic NO ugiL 10.0 1 07/31/19 13:56 08101/19 06:52 7440-38-2 Cadmium NO ugiL 1.0 1 0713111913:56 08/01/1906:52 744043.9 Chromium NO ug!L 5.0 1 07/31/19 13:56 08/01l1906:52 7440-47-3 Copper NO ugiL 5.0 1 07/31/19 13:56 08/0111906:52 7440-50-8 Lead NO ug/L 5.0 1 07131/1913:56 08/0111906:52 7439.92-1 Molybdenum NO ug;L 5.0 1 07/31/19 13:56 08101/1906:52 7439-98-7 Nickel NO ugiL 5.0 1 07/31/19 13:56 08101/1906:52 7440-02-0 Selenium NO ug;L 10.0 1 07/31/19 13:56 08/0V1906:52 7782-49-2 Silver NO ugiL 5.0 1 07/31/1913.56 0810111906:52 7440-22-4 Zinc 87.7 ug!L 10.0 1 07/31/1913.56 08/0211901:01 7440-66-6 245.1 Mercury Analytical Method: EPA 245.1 Rev 3.0 1994 Preparation Method: EPA 245.1 Rev 3.0 1994 Mercury NO ug!L 0.20 1 07/25/19 11:26 07/25/19 14:11 7439-97-6 Sample: Storm Outfit #5 Lab ID: 92438277002 Collected: 07/17119 13:15 Received: 07/24i19 11:00 Matrix: Water Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Oual 200.7 MET ICP Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994 Arsenic NO ug!L 10.0 1 07/3111913:56 08/01!1906:55 7440-38-2 Cadmium NO ugiL 1.0 1 07/3111913:56 08/01;1906:55 744043-9 Chromium NO ug!L 5.0 1 07/31/1913:56 08101/1906:55 744047-3 Copper NO ugiL 5.0 1 07/3111913:56 08/010906:55 7440-50-8 Lead NO ugiL 5.0 1 07131/1913:56 08101i1906:55 7439-92-1 Molybdenum NO ug/L 5.0 1 07/31/19 13:56 08/0V19 06:55 7439-98-7 Nickel NO ugrL 5.0 1 07/31/19 13:56 08/01i1906:55 7440-02-0 Selenium NO ugiL 10.0 1 0713111913:56 0810111906:55 778249-2 Silver NO ug/L 5.0 1 07/3111913:56 08101/1906:55 7440-224 Zinc 70.5 ug/L 10.0 1 07/31/19 13:56 08/02/19 01:10 7440-66-6 245.1 Mercury Analytical Method: EPA 245.1 Rev 3.0 1994 Preparation Method: EPA 245.1 Rev 3.0 1994 Mercury NO ug/L 0.20 1 07/2511911:26 07/2511914:13 7439-97-6 Sample: Storm Outfall #6 Lab ID: 92438277003 Collected: 07/17/19 13:15 Received: 07/24/19 11:00 Matrix: Water Parameters 200.7 MET ICP Arsenic Cadmium Chromium Copper Lead Molybdenum Dale: 08/02/2019 12:21 PM Results Units Report Limit OF Prepared Analyzed CAS No. Oual Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994 NO ug!L 10.0 1 07/31/1913.56 08/01/1906:58 7440-38-2 NO ugiL 1.0 1 07/3111913:56 08/0111906:58 7440-43-9 NO uqI 5.0 1 07/31/19 13:56 08/0111906:58 7440-47-3 NO ugiL 5.0 1 07/31/1913:56 08/01/1906:58 7440-50-8 NO ugiL 5.0 1 07/31/19 13:56 08/01/19 06:58 7439-92-1 ND u0/L 5.0 1 07/31/19 13:56 08101/1906:58 7439-98-7 REPORT OF LABORATORY ANALYSIS This re Dpd shall not oe reproduced. except in lull, withuut the Written consent of Pace Analytical Services. LLC, Page 4 of 12 �laceAnalytical wswPscsls6s.mn I ANALYTICAL RESULTS Pace Analytical Services, LLC 2225 Riverside Or. Asheville, NC 28804 (828)254-7176 Project: MGM BRAKES Pace Project No.: 92438277 Sample: Storm Outfall #6 Lab ID: 92438277003 Collected: 07/11/19 13:15 Received: 07/24/19 11:00 Matrix: water Parameters Resulls Units Report Limit DF Prepared Analyzed CAS No. Oual 200.7 MET ICP Analytical Method. EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994 Nickel ND uglL 5.0 1 07!31/19 13:56 08/01/19 06:58 7440-02-0 Selenium ND uglL 10.0 1 07!31/1913:56 0810111906:58 778249-2 Silver NO uy1L 6.0 1 07131/1913:56 08/0111906:58 7440-224 Zinc 68.7 ug/L 10.0 1 07131/19 13:56 08102/19 01:14 7440-66.6 245.1 Mercury Analytical Method: EPA 245.1 Rav 3.0 1994 Preparation Method: EPA 245.1 Rev 3.0 1994 Mercury ND ug,L 0.20 1 07125/1911:26 0712511914:16 7439-97-6 M1 REPORT OF LABORATORY ANALYSIS This report mall not Ne reproduced, except in lull. Date: 08/02/2019 12:21 PM without the written consent of Puce Analyliaal Sctviccs, LLC. Page 5 0( 12 AM ENVIRONMENTAL Client Name: MGM Brakes Address: 229 Park Avenue Murphy, NC 28906 P.O. Box 954 Cullowhee, NC 28723 2675 Skyland Drive Sylva, NC 28779 Phone (828) 586-5588 (800) 213-4035 FAX (828) 586-0800 E-mail environmentalinc(a),aol.com Certificate of Analysis Collection Date: 7/17/2019 Date Received: 7/17/2019 RESULTS SamnleIdentifcation: MGM Brakes - Storm Water#5 (crab) Parameters Result MDL Units Date Analyzed Method Foot - notes Solids, Total Suspended 15.8 5.0 mg/L 7/22/2019 SM 2540 D-1997 Oil and Grease 10.2 5.0 mg/L 7/30/2019 SM 5520 B-2001 Arsenic <0.0100 0.0100 mg/L 8/1/2019 EPA 200.7 1994 Cadmium <0.0010 0.0010 mg/L 8/1/2019 EPA 200.7 1994 Chromium <0.0050 0.0050 mg/L 8/1/2019 EPA 200.7 1994 Copper <0.0050 0.0050 mg/L 8/1/2019 EPA 200.7 1994 Lead <0.0050 0.0050 mg/L 8/1/2019 EPA 200.7 1994 Molybdenum <0.0050 0.0050 mg/L 8/1/2019 EPA 200.7 1994 Nickel <0.0050 0.0050 mg/L 8/1/2019 EPA 200.7 1994 Selenium <0.0100 0.0100 mg/L 8/1/2019 EPA 200.7 1994 Silver <0.0050 0.0050 mg/L 8/1/2019 EPA 200.7 1994 Zinc 0.0705 0.0100 mg/L 8/2/2019 EPA 200.7 1994 Mercury I <0.00020 0.00020 1 mg/L 7/25/2019 EPA 245.1 1994 * Analysis performed at face Analytical - Asheville. NC. i AM ony Tiro a. Laboratory Supervisor Date Report prepared: 8/9/2019 1:41 I'M page I 171aceAnalytical a wwwpeoemarcan it ANALYTICAL RESULTS Pace Analytical Services, LLC 2225 Riverside Or. Asheville. NC 26804 (828)254.7176 Project: MGM BRAKES Pace Project No. 92438277 Sample: Storm Outfall #4 Lab ID: 92438277001 Collected: 01/17/19 13:15 Received: 07/24119 11:00 Matrix: Water Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual 200.7 MET ICP Analytical Method: EPA 200.7 Rev 4A 1994 Preparation Method: EPA 200.7 Rev 4.4 1994 Arsenic ND ug/L 10.0 1 07131/1913:56 08/01/1906:52 7440-38.2 Cadmium NO ug/L 1.0 1 07/31/1913:56 08/010906:52 7440.43-9 Chromium NO uglL 5.0 1 07/3111913.56 08/0111906:52 7440-47-3 Copper ND ugrL 5.0 1 07/3111913.56 08101/1906:52 7440-50-8 Lead NO ug/L 5.0 1 07/31/1913:56 08101/1906:52 7439-92-1 Molybdenum NO ug/1- 5.0 1 07/3111913.56 08101/1906:52 7439-98-7 Nickel NO ug/L 5.0 1 07/31/1913:56 08101/1906:52 7440-02-0 Selenium NO ug/L 10.0 1 07/31/1913:56 0810111906:52 778249-2 Silver NO ug/L 5.0 1 07/31/1913:56 08/0 1 / 19 00:52 7440-22-4 Zinc 87.7 uglL 10.0 1 07/31/1913:56 08/0211901:01 7440-66-6 245.1 Mercury Analytical Method: EPA 245.1 Rov 3.0 1994 Preparation Method: EPA 245.1 Rev 3.0 1994 Mercury NO ug/L 0.20 1 07/25/19 11:26 07/25/19 14:11 7439-97-6 Sample: Storm Outfall #5 Parameters Lab ID: 92438277002 Results Units Collected: 07/17/19 13:15 Report Limit OF Received: 0/124119 11:00 Matrix: Water Prepared Analyzed CAS No, Qual 200.7 MET ICP Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994 Arsenic NO ug/L 10.0 1 07/31/1913:56 08/010906:55 7440-38-2 Cadmium ND ugrL 1.0 1 07131/1913:56 08/0111906:55 744043-9 Chromium NO uglL 5.0 1 07/31/191356 08101/19 n6:55 744047-3 Copper NO ugrL 5.0 1 07131/19 13:56 08/01119 06.55 7440-50-8 Lead NO ugil- 5.0 1 07131/1913:56 08/01/19 06:55 7439-92-1 Molybdenum ND ugrL 5.0 1 07/31/1913*56 08/01/19 06:55 7439-98-7 Nickel NO ug/L 5.0 1 07131/19 1356 08/01/19 06:55 7440-02-0 Selenium NO ugrL 10.0 1 07/31/1913:56 08/01/19 06:55 778249-2 Silver NO ugrL 5.0 1 07/31/19 13:56 08/01/19 06:55 7440-22-4 Zinc 70.5 u911- 10.0 1 07/31/1913:56 08/02/1901:10 7440-66-6 245.1 Mercury Analytical Method: EPA 245.1 Rev 3.0 1994 Preparation Method: EPA 245.1 Rev 3.0 1994 Mercury NO ug/L 0.20 1 07125/1911:26 07125/1914:13 7439-97-6 Sample: Storm Outtall #6 Lab ID: 92438277003 Collected: 07/17119 13.15 Received: 07/24/19 11:00 Matrix: Water Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual 200.7 MET ICP Analytical Method EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994 Arsenic ND ug%L 10.0 1 07/31/19 13:56 08/01/19 06:58 7440-38.2 Cadmium NO uglL 1.0 1 07/31/1913:56 08/0111906:58 744043-9 Chromium NO ugrL 5.0 1 07/31/1913:56 08/0111906:58 7440-47-3 Copper NO ug,L 5.0 1 07131/191356 08/01/1906:58 7440-50-8 Lead NO uglL 5.0 1 07131/1913:56 08101/1906:58 7439-92-1 Molybdenum NO uglL 5.0 1 07131/1913:56 08101/1906:58 7439-98-7 REPORT OF LABORATORY ANALYSIS This moon shall nut pe reproduced, excepl in lull, Date: 08/02/2019 12:21 PM withuul the written consent or Pace Analytical Services, LLC. Page 4 of 12 IYeAnalytical a wwvpewlessrnrr ANALYTICAL RESULTS Pace Analytical Services, LLL 2225 Riverside Dr. Asheville. NC 28804 (828)254-7176 Project: MGM BRAKES Pace Project No.: 92438277 Sample: Storm Oulfall #6 Lab ID: 92438277003 Collected: 07/17/19 13:15 Received: 07124119 11:00 Matrix, Water Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual 200.7 MET ICP Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994 Nickel NO ug/L 5.0 1 07/31/1913:56 08/0111906:58 7440.02-0 Selenium NO ug/L 10.0 1 07/31/1913:56 08/01/1906:58 7782.49-2 Silver NO uq!L 5.0 1 07/3111913:56 0810111906:58 7440-224 Zinc 68.7 uglL 10.0 1 07/31/19 13:56 08/02/19 01:14 7440-66-6 245.1 Mercury Analytical Method: EPA 245.1 Rev 3.0 1994 Preparation Method: EPA 245.1 Rev 3.0 1994 Mercury NO ug,L 0.20 1 07125/1911:26 07125/1914:16 7439-97-6 M1 REPORT OF LABORATORY ANALYSIS Thie moon anal) ,of oe reFroducea, erccpr in M. Date: 08/02l2019 12:21 PM without tho written consent of Pace Analvtical Services, -LC. Page 5 of 12 ENVIRONMENTAL P.O. Box 954 Cullowhee, NC 28723 2675 Skyland Drive Sylva, NC 28779 Phone (828) 586-5588 (800) 213-4035 FAX (828) 586-0800 E-mail environmentalinc(,aol.com Certificate of Analysis Client Name: MGM Brakes Collection Date: 1/17/2019 Address: 229 Park Avenue Date Received: 1/17/2019 Murphy, NC 28906 RESULTS Sample Identification: MGM Brakes- Storm Water #6 (crab) �Parameters Result MDL Units Date Analyzed Method Foot- notes Solids, Total Suspended <5.0 5.0 mg/L 7/22/2019 SM 2540 D-1997 Oil and Grease 9.6 5.0 mg/L 7/30/2019 SM 5520 B-2001 Arsenic <0.0100 0.0100 mg/L 8/1/2019 EPA 200.7 1994 Cadmium <0.0010 0.0010 mg/L 8/1/2019 EPA 200.7 1994 Chromium <0.0050 0.0050 mg/L 8/1/2019 EPA 200.7 1994 Copper <0.0050 0.0050 mg/L 8/1/2019 EPA 200.7 1994 Lead <0.0050 0.0050 mg/L 8/1/2019 EPA 200.7 1994 Molybdenum <0.0050 0.0050 mg/L 8/1/2019 EPA 200.7 1994 Nickel <0.0050 0.0050 mg/L 8/1/2019 EPA 200.7 1994 Selenium <0.0100 0.0100 mg/L 8/1/2019 EPA 200.7 1994 Silver <0.0050 0.0050 mg/L 8/1/2019 EPA 200.7 1994 Zinc 0.0687 0.0100 mg/L 8/2/2019 EPA 200.7 1994 Mercury <0.00020 0.00020 mg/l. 7/25/2019 EPA 245.1 1994 ' Analysis performed at Pace Analytical - Asheville. NC. Aril ony "lir na. Laboratory Supervisor Si41t9 Date Report prepared: 8/9/2019 1:41 PM page I ��eftjfyfical' 'r wwwpapMaea.mn I ANALYTICAL RESULTS Pace Analytical Services, LLC 2225 Riverside Dr. Asheville. NC 28804 (828)254-7176 Project: MGM BRAKES Pace Project No.: 92438277 Semple: Storm Outfall 04 Lab ID: 92438277001 Collected: 07/17/19 13:15 Received: 07/24/19 11:00 Matrix: Water Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Dual 200.7 MET ICP Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994 Arsenic NO ug/L 10.0 1 07131/1913:56 08/0111906:52 744D-38-2 Cadmium NO ug/L 1.0 1 07131/1913:56 08/01/1906:52 7440-43-9 Chromium ND uglL 5.0 1 0713111913:56 08/01/1906:52 7440-47-3 Copper NO uglL 5.0 1 07/31/1913:56 08101/1906:52 7440-50-8 Lead NO ug/L 5.0 1 07/3111913:56 08/01/1906:52 7439-92-1 Molybdenum NO ug/L 5.0 1 07/3111913:56 0810111906:52 7439-98-7 Nickel NO uglL 5.0 1 0713111913:56 08/01/1906:52 7440.02-0 Selenium NO ug/L 10.0 1 0713111913:56 08/01/1906:52 778249-2 Silver NO ug/L 5.0 1 07131/1913:56 08101/1906:52 7440-22-4 Zinc 87.T ug/L 10.0 1 0713111913:56 08/02/1901:01 744M6-6 245.1 Mercury Analytical Method: EPA245.1 Rev 3.0 1994 Preparation Method: EPA 245.1 Rev 3.0 1994 Mercury ND ug/L 0.20 1 07/25/1911:26 07125/1914:11 7439-97-6 Sample: Storm Outlall #5 Lab ID: 92438277002 Collected: 07/17/19 13:15 Received: 07124/19 11:00 Matrix: Water Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Oual 200.7 MET ICP Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994 Arsenic NO ug/L 10.0 1 07/31/1913:56 0810111906:55 7440-38-2 Cadmium NO ug/L 1.0 1 07/3111913:56 08/01/1906:55 744043-9 Chromium NO ug/L 5.0 1 07131/1913:56 08101/1906:55 7440-47-3 Copper NO ug/L 5.0 1 07131/1913:56 0810111906:55 7440-50-8 Lead NO ug/L 5.0 1 07/3111913:56 08/01/1906:55 7439-92-1 Molybdenum NO ug/L 5.0 1 0713111913:56 08101/1906:55 7439.98-7 Nickel NO ug/L 5.0 1 07131/1913:56 06101119116:55 7440-02-0 Selenium NO ug/L 10.0 1 07/31/1913:56 08/0111906:55 778249-2 Silver NO ug/L 5.0 1 07131/1913:56 08101/1906:55 7440-224 Zinc 70.5 uglL 10.0 1 07/31119 13:56 08/02/19 01:10 7440-66-6 245.1 Mercury Analytical Method: EPA 245.1 Rev 3.0 1994 Preparation Method: EPA 245.1 Rev 3.0 1994 Mercury NO uglL 0.20 1 07/25/1911:26 07125/1914:13 7439-97-6 Sample: Storm OuHall #6 Lab ID: 92438277003 Collected: 07/17/19 13:15 Received: 07/24/19 11:00 Matrix: Water Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Oual 200.7 MET ICP Analytical Method: EPA200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994 Arsenic NO ug/L 10.0 1 07/3111913:.56 08101/1906:58 7440-38-2 Cadmium NO ug/L 1.0 1 07/31/1913:56 08101/1906:58 744043-9 Chromium NO ug/L 5.0 1 0713111913:56 08101/1906:58 744047-3 Copper NO ug/L 5.0 1 07/31/1913:56 08101/1906:58 7440-50-8 Lead NO uglL 5.0 1 07/31/1913:56 0810111906:58 7439.92-1 Molybdenum NO ug/L 5.0 1 07/3111913:56 08/01/1906:58 7439-98-7 REPORT OF LABORATORY ANALYSIS Th 5 report shall not be reproduced. except in full, Date: 08/0212019 12:21 PM without the written consent of Pace Analytical Services, LLC. Page 4 of 12 lace Analytical e 'r tww.pefwkh9.tom i ANALYTICAL RESULTS Pace Analytical Services, LLC 2225 Riverside Dr. Asheville. NC 28804 (828)254-7176 Project: MGM BRAKES Pace Project No.: 92438277 Sample: Storm Outtall k8 Lab ID: 92438277003 Collected: 07/17/19 13:15 Received: 07/24/19 11:00 Matrix: Water Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Dual 200.7 MET ICP Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994 Nickel ND ug/L 5.0 1 07131/19 13:56 08/01/19 06:58 7440-02-0 Selenium ND ug/L 10.0 1 0713111913:56 08/01/1906:58 7782-49-2 Silver ND ug/L 5.0 1 0713l/19 13:56 08101/19 06:58 7440-22-4 Zinc 68.7 ug/L 10.0 1 07131/19 13:56 08/02/19 01:14 7440-66-6 245A Mercury Analytical Method: EPA 246.1 Rev 3.0 1994 Preparation Method: EPA 245.1 Rev 3.0 1994 Mercury ND ug/L 0.20 1 0712511911:26 07/25/1914:16 7439-97-6 M7 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in lull, Date: 08/02/2019 12:21 PM without the whiten consent of Pace Analytical Services, LLC. Page 5 of 12