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