NCG080811_Other Agency Documents_20200127

AOUNTAIN
Environmental Services
January 22, 2020
Mr. Landon Davidson
NCDEQ
2090 US Highway 70
Swannanoa, NC 28778
• assessment • remediation • waste management
BAN 2 7 7020
water Qeality Regional 0
Asheville Regional Office
bons
RE: Storm Water Discharge Outfall Monitoring Report
Certificate of Coverage No. NCG0801I-Asheville Oil Co.
Dear Mr. Davidson:
Attached please find a copy Storm Water Discharge Outfall Monitoring Report (SDO) for the referenced
site. Mountain submitted has also submitted a copy to NCDEQ Central Office.
If you have any questions, please feel free to contact me. I can be reached by phone at [phone] or
by e-mail at [e-mail].
Sincerely
Mountain Environmental Services
rian Bauer
Project Manager
Attachments:
cc: Brett Laverty-NCDEQ-ARO
NCDEQ Central Office
Drew Thorpe -Asheville Oil Company
1560 Pisgah Drive PHONE: [phone]
Canton, NC 28A6 [phone]
www.mountainenvironmental.com FAX [phone]

r�
NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out this form, please visit: htto://portal,ncdenr.ororg/web/(Ir/npdes-stormwater/
Permit No.: or Certificate of Coverage No.:
Facility Name: ASHEVILLE OIL COMPANY
County: BUNCOMBE Phone No. 828-274-7978
Inspector: BRIAN BAUER
Date of Inspection: °
Time of Inspection: 49
Total Event Precipitation (inches): 0.5
Water Quality Regional Operations
Was this a "Representative Storm Event" or "Measureable Storm Event' a9Wft& egjB i@f(II?e
(See information below.)
® Yes ❑ No
Please verify whether Qualitative Monitoring must be performed during a "representative storm
event" or "measureable storm event" (requirements vary, depending on the permit).
Qualitative monitoring requirements vary. Most permits require qualitative monitoring to be
performed during a "representative storm event" or during a "measureable storm event" However,
some permits do not have this requirement. Please refer to these definitions, if applicable.
A "representative storm event" is a storm event that measures greater than 0.1 inches of rainfall
and that is preceded by at least 72 hours (3 days) in which no storm event measuring greater than
0.1 inches has occurred. A single storm event may contain up to 10 consecutive hours of no
precipitation.
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 DWQ Regional Office.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
&,; � 1/22/20
(Signature of Permittee or Designee)
Page 1 of 2
SWn-242, Last modified 7/31/2013

1. Outfall Description:
Outfall No. SDO-1 Structure (pipe, ditch, etc.) DISCHARGE PIPE
Receiving Stream: SWEETEN CREEK
Describe the industrial activities that occur within the outfall drainage area: BULK PETROLEUM
DISTRIBUTORS, COMMERCIAL CAR WASHES, AUTO REPAIR, INDUSTRIAL.
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: LIGHT BROWN STAINING
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.): NO ODOR
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy:
1 2 03 4 5
S. Floating Solids: Choose the number which best describes the amount of floating solids in
the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
1 0 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
1 Q2 3 4 5
7. Is there any foam in the stormwater discharge? Yes No
8. Is there an oil sheen in the stormwater discharge? Yes (190
9. Is there evidence of erosion or deposition at the outfall? Yes No
10. Other Obvious Indicators of Stormwater Pollution:
List and describe NA
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 7/31/2013

f
(�N,t� �
`CDENR BAN 2 7 2020
Stormwater Discharge Outfall (SDO}er duality Regional Operations
Qualitative Monitoring Report Asheville Regional office
Forguidance on filling out this form, please visit: http://12ortal.ncdenr.org/web/lrinpdes-stormwater/
Permit No.: or Certificate of Coverage No.:
FacilityName: ASHEVILLE OIL COMPANY
County: BUNCOMBE Phone No. 828-274-7978
Inspector: LSKIAn
Date of Inspection:
Time of Inspection:
J*Ua
Total Event Precipitation (inches): 0.5
Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the permit?
(See information below.)
® Yes ❑ No
Please verify whether Qualitative Monitoring must be performed during a "representative storm
event" or "measureable storm event" (requirements vary, depending on the permit).
Qualitative monitoring requirements vary. Most permits require qualitative monitoring to be
performed during a "representative storm event" or during a "measureable storm event" However,
some permits do not have this requirement. Please refer to these definitions, if applicable.
A "representative storm event" is a storm event that measures greater than 0.1 inches of rainfall
and that is preceded by at least 72 hours (3 days) in which no storm event measuring greater than
0.1 inches has occurred. A single storm event may contain up to 10 consecutive hours of no
precipitation.
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 DWQ Regional Office.
By this signature, 1 certify that this report is accurate and complete to the best of my knowledge:
1/22/20
(Signature of Permittee or Designee)
Page 1 of 2
SW U-242, Last modified 7/31/2013

1. Outfall Description:
Outfall No. _SD0=2 Structure (pipe, ditch, etc.) DISCHARGE PIPE
Receiving Stream: SWEETEN CREEK
Describe the industrial activities that occur within the outfall drainage area: BULK PETROLEUM
DISTRIBUTORS, COMMERCIAL CAR WASHES, AUTO REPAIR, INDUSTRIAL.
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
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy:
1 20 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:
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. Is there any foam in the stormwater discharge? Yes No
8. Is there an oil sheen in the stormwater discharge? Yes
9. Is there evidence of erosion or deposition at the outfall? Yes No
10. Other Obvious Indicators of Stormwater Pollution:
List and describe
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition
may be indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
SWU-242, Last modified 7/31/2013

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aceAnalytical
www.pacelabscam
i
January 21, 2020
Mr. Brian Bauer
Mountain Environmental
1560 Pisgah Drive
Canton, NC 28716
RE: Project: A0C/0-A0C01-1C 1/14/20
Pace Project No.: 92460531
Dear Mr. Bauer:
93
JAN 2 7 2020
Water Quality Regional Operations
Asheville Regional Office
Pace Analytical services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Enclosed are the analytical results for sample(s) received by the laboratory on January 14, 2020.
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,
Chris Derouen for
Lorri Patton
[e-mail]
1(828)254-7176
Project Manager
Enclosures
pCSRpQ�
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 1 of 11

PaceAnalytical
j ww .pecelebsxam
I
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
CERTIFICATIONS
Project: A0C/0-A0001-1C 1114120
Pace Project No.: 92460531
Pace Analytical Services Charlotte
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
South Carolina Certification #: 99006001
Louisiana/NELAP Certification # LA170028
Florida/NELAP Certification #: E87627
North Carolina Drinking Water Certification #: 37706
Kentucky UST Certification #: 84
North Carolina Field Services Certification #: 5342
Virginia/VELAP Certification #: 460221
North Carolina Wastewater Certification #: 12
Pace Analytical Services Asheville
2225 Riverside Drive, Asheville, NC 28804
North Carolina Wastewater Certification If: 40
Florida/NELAP Certification #: E87648
South Carolina Certification #: 99030001
Massachusetts Certification #: M-NC030
VirginiaNELAP Certification #: 460222
North Carolina Drinking Water Certification #: 37712
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, -LC. Page 2 of 11

aceAnalytical
www.pacelaluxom
i
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: AOC/0-A0001-IC 1/14/20
Pace Project No.: 92460531
Lab ID Sample ID
92460531001 OUTFALL-1
92460531002 OUTFALL-2
SAMPLE ANALYTE COUNT
Method
Analysts
Analytes
Reported
Laboratory
EPA 16648
HH
1
PASI-C
SM 254OD-2011
CJL
1
PASI-A
SM 4500-H+B-2011
ECH
1
PASI-A
EPA 1664B
HH
1
PASI-C
SM 254OD-2011
CJL
1
PASI-A
SM 4500-H+B-2011
ECH
1
PASI-A
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, -LC. Page 3 of 11

11-7aceAnalytical
wwrt.pecelabsxom
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: AOC/0-A0001-1C 1/14/20
Pace Project No.: 92460531
Sample: OUTFALL-1
Lab ID: 92460531001 Collected:
01/1412008:15
Received: 01/14/2010*00 Matrix: Water
Parameters
Results Units Report
Limit DF
Prepared Analyzed CAS No. Qual
HEM, Oil and Grease
Analytical Method: EPA 1664B
Oil and Grease
ND mg/L
4.8 1
01/16/20 15:59
2540D Total Suspended Solids
Analytical Method: SM 2540D-2011
Total Suspended Solids
184 mg/L
25.0 1
01/17/20 16:57
4500H+ pH, Electrometric
Analytical Method: SM 4500-H+B-2011
pH at 25 Degrees C
5.3 Std. Units
0.10 1
01/20/20 11:03 H3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /21/2020 04:21 PM without the written consent of Pace Analytical Services, LLC. Page 4 of 11

117aceAnalytical r
/ www.pacelabe.com
I
ANALYTICAL RESULTS
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: A0C/0-A0001-1C 1/14/20
Pace Project No.: 92460531
Sample: OUTFALL-2
Lab ID: 92460531002 Collected:
01/14/2008:00
Received: 01/14/2010:00 Matrix: Water
Parameters
Results Units Report
Limit
OF
Prepared Analyzed CAS No. Qual
HEM, Oil and Grease
Analytical Method: EPA 1664B
Oil and Grease
ND mg/L
4.8
1
01/16/20 15:59
2540D Total Suspended Solids
Analytical Method: SM 254OD-2011
Total Suspended Solids
147 mg/L
25.0
1
01/17/20 16:57
4500H+ pH, Electrometric
Analytical Method: SM 4500-H+B-2011
pH at 25 Degrees C
5.3 Std. Units
0.10
1
01/20/20 10:57 H3
r—
JAN 2 7 2020
Water quality Asheville Reglona/ Operations
Regional Office
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01/21/2020 04:21 PM without the written consent of Pace Analytical Services, I.I.C. Page 5 of 11

aceAna1j4ka1
www.pacelabs.cem
I
Project: AOC/0-A0001-1C 1114/20
Pace Project No.: 92460531
QC Batch: 519800
QC Batch Method: EPA 1664B
Associated Lab Samples: 92460531001, 92460531002
METHOD BLANK: 2781839
Associated Lab Samples: 92460531001, 92460531002
Parameter Units
Oil and Grease mg/L
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 01/1612015:56
Pace Analytical services, LLC
2225 Riverside Dr.
Asheville, NC 288D4
[phone]
LABORATORY CONTROL SAMPLE: 2781840
Spike LIDS LCS %Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Oil and Grease mg/L 40 36.1 90 78-114
MATRIX SPIKE SAMPLE: 2781841
92460861001 Spike MS MS %Rec
Parameter Units Result Conc. Result %Rec Limits Qualifiers
Oil and Grease mg/L ND 38.5 12.2 32 78-114 M1
N 17 :10 ��-
Water Quality Regional Operations
Asheville Regional Office
Results presented on this page are In the units Indicated by the "Units" column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
Date: 01/21/2020 04:21 PM without the written consent of Pace Analytical Services, L-C.
Page 6 of 11

_. �PaceAnalytical
wanclu celabe.carn
Pace Analytical services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: AOC/0-A0001-1C 1/14/20
Pace Project No.: 92460531
QC Batch: 520057
Analysis Method: SM 254OD-2011
QC Batch Method: SM 254OD-2011
Analysis Description: 2540D Total Suspended Solids
Associated Lab Samples: 92460531001, 92460531002
METHOD BLANK: 2783143
Matrix:
Water
Associated Lab Samples: 92460531001, 92460531002
Blank
Reporting
Parameter
Units
Result
Limit Analyzed Qualifiers
Total Suspended Solids
mg/L
NO
2.5 01/17/20 16:52
LABORATORY CONTROL SAMPLE:
2783144
Spike
LCS LCS % Rao
Parameter
Units
Conc.
Result %Rec Limits Qualifiers
Total Suspended Solids
mg/L
250
254 102 90-110
SAMPLE DUPLICATE: 2783146
92460641001
Dup
Parameter
Units
Result
Result RPD Qualifiers
Total Suspended Solids
mg/L
17.5
16.5 6
SAMPLE DUPLICATE: 2783146
92460764003
Dup
Parameter
Units
Result
Result RPD Qualifiers
Total Suspended Solids
mg/L
1420
1220 15
Results presented on this page are In the units Indicated by the'6nits" column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01/21/2020 04:21 PM without the written consent of Pace Analytical Services, LLC. Page 7 of 11

11�951ceAnalj4icalw
j werepacelaba.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: A0C/0-A0C01-1C 1114/20
Pace Project No.: 92460531
QC Batch: 520142 Analysis Method: SM 4500-H+B-2011
QC Batch Method: SM 4500-H+B-2011 Analysis Description: 4500H+B pH
Associated Lab Samples: 92460531001, 92460531002
SAMPLE DUPLICATE: 2783509
92460031001 Cup
Parameter Units Result Result RPD Qualifiers
pH at 25 Degrees C Std. Units 6.8 6.7 2 D6,1-13
JAN 171010 e-,-"�
Water Quality Regional
Asheville Regional GB;l
Results presented on this page are In the units Indicated by the "Units" column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01/21/2020 04:21 PM without the written consent of Pace Analytical Services, L-C.
Page 8 of 11

aceAnalj&al
WW.pacelabs.com
I
QUALIFIERS
Project: AOC/0-A0001-1C 1114/20
Pace Project No.: 92460531
DEFINITIONS
OF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
NO - 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
2225 Riverside Dr.
Asheville, NC 28804
[phone]
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 analyle 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 Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
LABORATORIES
PASI-A Pace Analytical Services - Asheville
PASI-C Pace Analytical Services - Charlotte
ANALYTE QUALIFIERS
DS The precision between the sample and sample duplicate exceeded laboratory control limits.
H3 Sample was received or analysis requested beyond the recognized method holding time.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery,
JAN 21 2020
traraler Quality Regional C>p
Asheville Regional
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01/21/2020 04:21 PM without the written consent of Pace Analytical Services, LLC. Page 9 of 11

aceAnalytical"
www.pacelabs.cam
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: A0C/0-A0C01-1C 1/14/20
Pace Project No.: 92460631
Lab ID Sample ID QC Balch Method QC Batch Analytical Method
92460531001
OUTFALL-1
EPA 1664B
519800
92460531002
OUTFALL-2
EPA 1664B
519800
92460531001
OUTFALL-1
SM 254OD-2011
520057
92460531002
OUTFALL-2
SM 254OD-2011
520057
92460531001
OUTFALL-1
SM 4500-H+B-2011
520142
92460531002
OUTFALL-2
SM 4500-H+B-2011
520142
Date: 01/21/2020 04:21 PM
JAN 2 7 2020 L�
Water Quality Regional Operations
AsheVllle Regional office
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, -LC.
Analytical
Batch
Page 10 of 11

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