NCG030026_MONITORING INFO_20190603

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V U& OJ 0210
DOC TYPE
0 HISTORICAL FILE
MONITORING REPORTS
DOC DATE
❑ 1-aQ OCP �J
YYYYMMDD

Anchor QEA of North Carolina, PLLC
231 Haywood street
Asheville, North Carolina 28801
828.281.3350
Central Files
Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Re: Stormwater Sample Analytical Results, April 2019
TEAM Industries Andrews, Inc.
Andrews, Cherokee County, North Carolina
Certificate of Coverage No. NCG030026
To Whom It May Concern,
kzANCHOR
QEA
May 29, 2019
RECEIVED
JUN 03 2019
DENR-LAND QUALITY
STORMWATER PERMITTING
Anchor QEA of North Carolina, PLLC (Anchor QEA), is pleased to present the following stormwater
sample analytical results. On behalf of TEAM Industries Andrews, Inc. (TEAM), Anchor QEA collected
two stormwater samples on April 19, 2019, for the referenced facility covered by National Pollutant
Discharge Elimination System Stormwater General Permit No. NCG030000. In the samples collected
from sampling locations SW -A and SW-B, all constituent concentrations detected were below or
within the acceptable ranges of the benchmark values specified in the general permit. This letter
provides background information and describes the methods, findings, and conclusions regarding
the stormwater sample collection and analysis.
Background
The most recent Stormwater General Permit for metal fabrication activities was issued by the North
Carolina Department of Environmental Quality with an effective date of November 1, 2018, and it will
expire at midnight on May 31, 2021. The sampling event described herein represents the first
sampling event under the current permit. Sample collection and reporting protocol for this event
followed the current permit requirements.
The Stormwater General Permit indicates that the permittee shall complete analytical sampling on
a semiannual schedule, once during the first half of the year (January 1 to June 30) and once
during the second half of the year (July 1 to December 31), at a minimum, allowing at least 60 days
between sample collection dates. This sampling event fulfills the compliance sampling requirement
for the first half of 2019.
The general location of the facility is indicated in Figure 1. Samples have historically been collected
from the facility's two outfalls. The outfalls and sample locations are labeled SW -A and SW-B, as
identified in Figure 2.
\\ashevillel\ashevllle\Projects\Team Ind\Environmental Management\Stonnwaler\Semi•annual Stormwater Reports\Stormwater Sampling Event 2019.04-19\DEMLR_Sw
Monitoring Results_2019-04-19.docx .

1 � ,
May 29, 2019
Page 2
Methods
On April 19, 2019, Anchor QEA mobilized to the TEAM facility to collect stormwater samples during a
measurable storm event of approximately 2.02 inches of rainfall'. There had not been a measurable
storm event in the 72 hours preceding this sampling event.
The stormwater samples were collected from two outfalls labeled SW -A and SW-B (Figure 2).
Samples were collected as indicated in the surface water sampling logs (Attachment 1) from the
approximate center of the discharge streams and were transferred to laboratory -supplied containers.
The containers were placed in a cooler on ice and delivered to Pace Analytical Services, Inc. (Pace), in
Asheville, North Carolina, for laboratory analyses. The pH measurement was obtained in the field by
placing a probe within the flow of the respective outfalL The pH measurement was recorded once
stabilization occurred. Anchor QEA`s equipment documentation and instrument calibration data
sheet is included as Attachment 2,
Anchor QEA also performed a stormwater discharge outfall (SDO) qualitative monitoring event
during the stormwater analytical sampling event. The associated SDO qualitative monitoring reports
are included as Attachment 3.
Findings
The laboratory analytical results are summarized in the Semiannual Stormwater Discharge Monitoring
Report (Attachment 4). The samples contained concentrations lower than or within the range of the
specified benchmark values for all constituents analyzed by Pace.
The field measurements of pH for both SW -A and SW B were within the acceptable benchmark value
range. The field measurement results are listed in the surface water sampling logs (Attachment 1),
and pH results are shown in Attachment 4. The Pace analytical report and chain -of -custody form are
included in Attachment 5.
Since the sampling period in fall 2008, TEAM has implemented a toxic organic management plan,
which is monitored by the Town of Andrews (the entity that operates the publicly owned treatment
works). Upon implementation of the toxic organic management plan, TEAM was no longer required
to analyze for total toxic organics during semiannual stormwater monitoring events.
Conclusions
The stormwater sample results for outfalls SW -A and SW-B showed concentrations below or within
the range of the benchmark values specified in the general permit for all constituents.
' Rainfall depth was obtained from the Weather For You online database records for the Andrews -Murphy Airport gauge station.

May 29, 2019
Page 3
151314-02.02 perform the next analytical monitoring of stormwater discharges during another
representative rain event between July 1 and December 31, 2019.
If you would like additional information, please contact me at [phone], or contact
Gregory Boehm at [phone].
Sincerely,
Brian Gant
Compliance and Solid Waste Manager
cc: Gregory Boehm, TEAM Industries Andrews, Inc.
Terry Yonce, TEAM Industries Andrews, Inc.
Duplicate, Central Files
Attachments
Figure 1 Site Location Map
Figure 2 Stormwater Discharge Outfall Locations
Attachment 1 Surface Water Sampling Logs
Attachment 2 Equipment Documentation and Instrument Calibration Data Sheet
Attachment 3 Stormwater Discharge Outfall Qualitative Monitoring Reports
Attachment 4 Semiannual Stormwater Discharge Monitoring Report
Attachment 5 Laboratory Analytical Report and Chain -of -Custody Form

Figures

Publish Oate'.20t8/05/28. 8:04 AM I User. aleiueur
Fi}epath' P'\ream Ind\17mrironmental ManagementlStormwater\Figum$\Flgure i - Site location Mapl.m Kd
ANCHOR Figure 1
O-EA Site Location Map
Stormwater Sample Analytical Results, April 2019
TEAM industries Andrews, Inc.

Feet
Pubfish Date: 2018/06/28. 8:07 AM I User aieajeur
nlepatI, C \Tr, mM Md%Lnvlmnmrr,tal Management\StormwaterlFiguresVqure 2 - SDQ LOIatlons.mW
kzANCHOR Figure 2
OEA Stormwater Discharge Outfall Locations
Stormwater Sample Analytical Results, April 2019
TEAM Industries Andrews, Inc.

^AE�vAAcHoR
Surface Water Sampling Log
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 298o1
Project Name: 'TEAM Industries Semi Annual Stormwater
Project Number. 08148"1.01 Task 5
Sampling Personnel: C' v-J!M
Sample Name: S iA
---
Comments:_�Otr� ANC G Nn t
Date:
Weather.
t
lot 2z11
PA114
Sample Method: Gra
Syringe
Pump
Bailer-Disp.
Other.
Time
TemP ('C)
DlIsoivred
Oxygen (MG/L)
SpedRc Cond.
(Wem)
PH (S.U.)
report to 0.1 S.U.
etion
Raductlon
(Potential (mv)
Turbidity
(NTU)
Comments
Mso
Sampling Container
Number of Contalners
Requested Analysis
500 rrtL Plastic
250 mL Plastic C R }
125 mL Plastic
40 mL Glass
1 LGlass
Other
Vegetation: C,,
Sampling Persoenel Slgnatuni
Notes "
Samples are arm"d immediately upon collection.
'C degrees Celsius
pSf= mhtro-Siemert per cubit centimeter
rng/L: migigrams per liter
mY. Millivolt
NTIL nephelomelric turbidity units
S.U,: standard units
Ate: Q.J�A:3 k" 1_C.OW 41,t L,(-
Date: '-I 1 ) q
lfff;perstum SM 2550 8-2010
Specific conductivity. EPA Method 120.1, Rev.1982
DQ SM 4500 O G-2011
PH: SM 4500-H' B-2011
Page 1 of.1

ANCHOR
t11T: A t-.d..6.-W
Surface Water Sampling Log
Anchor OEA of North Carolina, PLLC
231 Haywood Street
AsheAle, North Carolina 2U01
Project Name: TEAM Industries Semi -Annual Stormwater Date: 10[ '
Project Number. C81489-01.01 Task 5 Weather. S
Sampling Personnel:
Sample Name: S �
Comments:
Sample Method
Grate
Syringe Pump
Bailer-Disp. Other.
Time
Temp (T)
Dissottred
Dien (mg/t)
Spediic Cond.
(pSlcm)
pH (S.U.)
report to 0.7 S.U.
Oiddation-
Reduction
Potential (mV)
Tsarbidity
(NTU)
Comments
Sampling corstsiner
I Number of Containers
Requested Analysis
500 mL Plastic
250 mL Plastic
125 mL Plastic
40 mL Glass
1 L Glass
Q U
Other
Vegetation: 'fk {
Sampling Personnel Signature:
Notes:
Samples are anelyted tmmed iately upon collection.
°C: degrees Celsius
Wcm: mlvo-Siemen per cubic centimeter
mg/L• milligrams per liter
mV. milliivoh
NTU. nephelometric turbidity units
S.U.: standard unks
Access: OU Sly.
Date: I 1 (GE
Temperature: SM 2550 B-2010
Specific conduct6*.. EPA Method 120.1, Rev.1982
Do: SM 4500 0 G-2o11
pH: SM 4500-H' B-2011
Page 1 of 1

Attachment 2
Equipment Documentation and
Instrument Calibration Data Sheet

szj� ANC HOK
(SEA
Equipment Documentation and Instrument Calibration vats Sheet
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
CALIBRATION DOCUMENTATION
Project Name: Tt�t� ll��jd+ Person Conducting Calibration:
Project Number. Date of Calibration: 11I
Project Location: Date of Field Measurements: ta�[��` Il
EQUIPMENT DOCUMENTATION
Equipment or meters used to take measurements (e.g, Water level meters, survey equtPrnent):
mesa T e Series Number _ Brand Date of Use
!921p
I
1 SO-ft Water Level
261 S4
Solinist
150-ft Water Level
22754
Sollnist—
l
150-ftWaterLevel
ISO
--Tt36tWd
150-ft Drawdown
MP`30-1527�
MID
Other
Select Turbidlmeter. Hach 21ODO (s/n 151006045207)
HF Scientific MicroTPW (Vn nWI045)
YSI
Dlssohred Oxygen
Initfah
D � - f
1
rat
/� j
- L` l . 1
mmHg:
12 •
Temperature 1°0.
Time
NA
PH 7
7t5.U,
Initial: -
PH` 2-• �
Cal. API!mY'V
�yD-
3
Time:
report to 0
-
V
1�'
P
` .-l�
PHkmV:D
Ti"�0-7
i-_f
"4
report}toaSU.
f
PH 10 S.U.
In* ' E ��
pHjr�•�
� i V
1 W
PHM%t
— 1 -7 �
Ti -ee
� 22-
report to O 11 U.
1
V '
f
QC' PH 7 S.U.
A Ti D
M97 01—
Mid Day Time
ck: Che
PM Time;
Check
r rt to 0.15.U.
Spec. Coed.
Initiak
t 101(0
Cal:
i oo
Time:
011 ca
c t { 01
5/s tt..
QC":I
AM Time:
OZ Z
Meas:
Mid Day Tune;
Check
PM Time:
Check
� q
Oltl
ps/cm
(-
ORP 2b2 nv
tniVo,q
Cal:
Terlyperatt (°C).
Time,
O7Z1
�y
Signature: / J." — `� Date: L/ I lc� I` q
Notes: ' 4e�- ,
1, Electronic equipment calibrated according to the manufacturer's operation manual
2. Specific Conductivity should be os%tated accordfn4 to values representative of historic range.
3. Order of Carbratlon is as follows : Specific ConductKity, pH 7, pH 4, pH IQ DO, ORP, QC checks.
4. QC Acceptable Rarer pH +/- 0.1 S.U. and Specific Conductivity 10%of the true value If OC readings are out of range, the instrument needs to be iecalibrated.
5. ' Indicates that a OC check must be performed In the morning, aftemoon, and the end of the day, or every four hours.
6 " Indicates to choose a Specific ConducfMty buffer of 1413, 447, 84, or 23 mS which Is closest to historical readings from the project location,
Method Reference: Temperature SM 25M 9-1010 l Specific conductivity. EPA Method 12d ], Rev. 7982 1 DO: SM 4500 O G-2011 I pH: 5M 4506-H* 8-2011
Page 1 of 1

Attachment 3
Stormwater Discharge outfall Qualitative
Monitoring Reports

m
Cc
Enwonmental
Quality
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out this foam, please visit https://deq.nc.gov/about/divis'ions/energy-mineral-land-resources/
npdes-stormwater-gps
Permit No.: N/C/ 0/ 3/ 0/.0 /.0 / 0/0/ or Certificate of Coverage No.: NIC/G/0 /. 3 /.0 /0 /2 /6 I
Facility Name:
TEAM Industries Andrews, NC
County: Cherokee Phone No. 828-771-0441
Inspector: Cassandra Harvey
Date of Inspection: 4/19/2019
Time of Inspection: 1000
Total Event Precipitation (inches): 2.02
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. SW -A
Receiving Stream:
Welch Mill Creek
I
Structure (pipe, ditch, etc.): Pipe to ditch
Describe the industrial activities that occur within the outfall drainage area: Material storage, empty
container storage, newly poured concrete driveway
Pagel of 2
SWU-242, Lass modified 06/0112018

0
2. Color: Describe the color of the discharge using basic colors (red, brown. blue, etc.) and tint
(light, medium, dark) as descriptors: fright brown to clear, light tint
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak
chlorine odor; etc.): None
4. Clarity: Choose the number which best describes the clarity of the discharge, where I is clear
and 5 is very cloudy:
lD 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:
0 2 3 4 5
6- Suspended Solids: Choose the number which best describes the amount of suspended solids in
the stormwater discharge, where l is no solids and 5 is extremely muddy:
0 2 3 4 5
7. Is there any foam in the stormwater discharge? O Yes 0 No.
S. Is there an oil sheen in the stormwater discharge? OYes o No.
9. Is there evidence of erosion or deposition at the outfall? 0 Yes d No.
10. Other Obvious Indicators of Stormwater Pollution:
List and describe No indicators observed. Stormwater was clear.
Note: Loiv clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be
indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
5WU-242, Last modified 06/01/2018

!, a
Environmental
Quality
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out this form, please visil https://deq.nc.gov/about/divisions/energy-mineral-land-resources/
npdes-stomtwater-gps
Permit No.: N/C/O /31.01010 /O/O / or Certificate of Coverage No.: N/C/G/O /3 / 0/.0 /. 21.61
Facility Name:
County: Cherokee Phone No. 828-771-0441
Inspector: Cassandra Harvey
Date of Inspection: 4/19/2019
Time of Inspection: 1000
Total Event Precipitation (inches): 2.02
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. SW`$ Structure (pipe, ditch, etc.): Pipe to bitch
Receiving Stream:
Welch Mill Creek
Describe the industrial activities that occur within the outfall drainage area: Aboveground tank storage
of petroleum products and propane
Page 1 of 2
SWU-242, Lass 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 to clear, light tint
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak
chlorine odor, etc.): None
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear
and 5 is very cloudy:
lD 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:
E) 2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in
the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
10 2, 3 4 5
7. Is there any foam in the stormwater discharge'? O Yes (3) No.
8. Is there an oil sheen in the stormwater discharge? OYes o No.
9. Is there evidence of erosion or deposition at the outfall? 0 Yes O No.
10. Other Obvious Indicators of Stormwater Pollution:
List and describe None
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 06101/2018

Attachment 4
Semiannual Stormwater Discharge
Monitoring Report

Stormwater Discharge Monitoring Report
for North Carolina Division of Energy, Mineral and Land Resources General Permit No. NCG030000
Date submitted
CERTIFICATE OF COVERAGE NO. NCG03 0 0 2 6
FACILITY NAME TEAM Industries Andrews, Inc
COUNTY Cherokee
PERSON COLLECTING SAMPLES Cassandra Harvey
LABORATORY Pace Analytical Lab Cert. # 37712
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2019
SAMPLE PERIOD Q Jan -June ❑ July -Dec
or ❑ Monthly' month
DISCHARGING TO CLASS ❑ORW ❑HQW QTrout ❑PNA
[]Zero -flow ❑Water Supply [:)SA
❑Other
PLEASE REMEMBER TO SIGN ON PAGES 2 AND/OR 3 �
No discharge this period?x
outfall No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches;
Total Suspended Solids
pH,
Standard units
Total Copper
Total Lead
Total Zinc
Non -Polar 0&G/Total
Total Petroleum
Hydrocarbons
Toxic
Organicss
Benchmarks
_
-
100 mg/L or 50 mg/O
6.0 — 9.0
0.010 mg/L
0.075 mg/L
0.126 mg/L
15 mg/L
1 mg/L
Parameter Code
-
46529
C0530
00400
01119
01051
01094
00552
78141
SW -A
4119119
2.02
33.8
7.07
<0.005
<0.005
0.0155
<5.0
NA
SW-13
4/19/19
2.02
2.8
7.25
<0.005
<0.005
0.0277
<5,0
NA
1 Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
Z 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, Section B, Table 1 to identify 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 bate: 11/l/2018-05/31/2021 SWU-245, last revised 11/1/2018
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 watmd. 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 facliltles electing to employ the TTO monitoring waiver, the discharger shall sign the following ceWficatlon statement:
"based upon my Inquiry of the Person or persons directly responsible for managing compliance sv#th the permit monitoring requirement for total toxic organics
(rro), I certify that to tare best of my knowledge and belief, no dumping of concentrated toxic organics Into the storrnivater or areas which are exposed to rainfall or
stormtvater runoff has occurred since filing the last discharge monitoring report. f further certify that this facility Is Implemenling the ail the provisions of the
solvent management plan Included in the Stoirnwater Pollution Prevention Plan."
Ar e4 Igoe
Name (Print n met
L7 Pia fi/ fA A
Tltle(Pr1nt le}
S' xy 9
Sig lure Dat
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 retorted In the formal, "<XX mft/L", where XX Is the numerical value of the detection
limit, reporting limit, etc. In mgft.
Note., ff you report a somple value in excess of the benchmark, you must Implement Verl, Tier2, or Tier 3 responses. See General Permit text.
Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gat of new oil per month.
n No discharge this nerind?'
=
OutfalENo
&6
Date Sample tteal
(rno/dd/yr)
2d-hour rainfall amount,
.:,._, Inehess
..
New Motor 011 or
HydraugcAtlUsage'
Nan Polar O G/Total
PetroleumNytlrorarbons,
Total Sus tided "'
F Solidi :•
........ ..... ...........
rr 1r6, 54
Parameter Cody
46523
:'" MCDtL ="-`
Footnote$ from Part A also apply to PartS
Note., !f you report v sumple volue In excess of the benchmark, you must Implement Tieri, Tier Z or Tier 3 responses, See General Permit text.
Permit Date: 1111/2019-0513112021 SWU-245, cast revised 11/1/2028
Page 2 of 3

FOR_PART A AND PART 8 MONI fflHI1VG RESULTS:
• A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS, SEE PERMIT PART II SFCTION B.
2 EXCEEDANCES IN A ROW FOR THE SAME PARAMEILRAT THE SAME OUT -FALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART II SECTION B.
0 TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANY ONE OUTFALL? YES ❑ NO ❑
IF YES, HAVE YOU CONTACTED THE DEMLR REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mall on orlulnal cony- of this DMA, lncladlno all "No Dlschar e" reports, withif t 30 daysof-relgtof the tab results Iar of end ofmonftodna yedodln_the
CQSe of "'No DlschgM!,"re o s lo:
DMSIOn Of Water Quality
Attu; DWQ Central Files
1617 Mall Service Center
Raleigh, North Carolina 77649-1617
YOU MUST SIGN Ty{S CERTIFICATION FOR ANY INFORMATION REPORTEDO
'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 qualifled personnel properly gather and evaluate the Information submitted. Based on my inqulryof the person or persons who manage the system, or
Those persons dlrattlyy,{esponsible for gathering the Information, the information submitted Is, to the best of my knowledge and belief, true, accurate, and complete,
am aware that ther�re ill penalties for submitting false information, including the possibility of fines and Imprisonment for knowing violations.'
le� nc- Z-2,
Signature o Permlttee Dot
Permit Date: 11/1/2018-05/31/2021 SWU-245, last revised 11/112018
Page 3 of 3

Attachment 5
Laboratory Analytical Report and
Chain -of -Custody Form

aceAnalytical
www.paodaftcom
April 26, 2019
Brian Gant
Anchor QEA
231 Haywood Street
Asheville, NC 28801
RE: Project: TEAM Industries C81489-01.01
Pace Project No.: 92426166
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Dear Brian Gant:
Enclosed are the analytical results for sample(s) received by the laboratory on April 19, 2019, The
results relate only to the samples included in this report. Results reported herein conform to the most
current, applicable TNUNELAC 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,
C °;e I --> _
Lord Patton
[e-mail]
1 {828}254-7176
Project Manager
Enclosures
Pip
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 13

IeAnalytical "
wxwpaceJahacnm
CERTIFICATIONS
Project: TEAM Industries C81489-01.01
Pace Project No_: 92426166 `
Pace Analytical Services, LLC
2225 Riverside Dr.
Ashevitle, NC 28804
t828j254-7176
Charlotte Certification Ids
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
South Carolina Certification #: 99006001
Louisiana/NELAP Certification # LA170028
FloridalNELAP Certification #: E87627
North Carolina Drinking Water Certification #: 37706
Kentucky UST Certification #: 84
North Carolina Field Services Certification #: 5342
VrginiafVELAP Certification #: 460221
North Carolina Wastewater Certification #: 12
Asheville Certification tDs
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification N: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
Vrginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 13

aceana4 tical'
wwwpacelabs.wm
SAMPLE ANALYTE COUNT
Project: TEAM industries C81489-01.01
Pace Project No.: 92426166
Pace AnalytiCal Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Lab ID Sample ID Method
Analysts
Analysts
Reported
Laboratory
92426166001 SW -A EPA 1664E
JMS
1
PASI-C
EPA 2007 Rev 4.4 1994
SH1
3
PASI-A
SM 254OD-2011
MJP
1
PASI-A
92426166002 SW-B EPA 1664B
JMS
1
PASI-C
EPA 200.7 Rev 4.4 1994
SH 1
3
PASI-A
SM 254OD-2011
MJP
1
PASI-A
REPORT OF LABORATORY ANALYSIS
This report shalt not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 3 of 13

Pace Analytical Services, LLC
��ss
s 2225 Riverside Dr.
aceAnalyficalAsheville, NC 28804
wxw.pacelabs.ow [phone]
ANALYTICAL RESULTS
Project: TEAM Industries C81489-01.01
Pace Project No.: 92426166
Sample: SW -A Lab ID: 92426166001 Collected: 04/19/19 09:50 Received: 04/19/19 12:17 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared
Analyzed CAS No. Qual
1664 SGT-HEM, TPH
Analytical Method: EPA 1664B
Total Petroleum Hydrocarbons
ND mglL
5.0
1
04/23/19 06:11
200.7 MET ICP
Analytical Method: EPA 200.7 Rev 4.4
1994 Preparation Method: EPA 200.7 Rev 4.4 1994
Copper
NO ug1L
5.0
1
042511911:00
0412611915:42 7440.50-8
Lead
NO ug1L
5.0
1
04125/1911:00
04/26/1915:42 7439.92-1
Zlnc
15.5 ug/L
10.0
1
04125/1911:00
04/26/1915:42 7440-66-6
2540D Total Suspended Solids
Analytical Method: SM 2540D-2011
Total Suspended Solids
33.8 mg/L
5.0
1
04/23/19 13:01
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/26/2019 09:08 PM without the written consent of Pace Analytical Services, LLC. Page 4 of 13

aceAnalytical"
www.pacebbs.eom
ANALYTICAL RESULTS
Project: TEAM Industries C81489-01.01
Pace Project No.: 92426166
1
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: SW-B
Lab ID: 92426166002 Collected:
04/19/19 10:05
Received: 04/19/19 12:17 Matrix: Water
Parameters
Results Units Report Limit DF
Prepared Analyzed CAS No, Qual
1664 SGT-HEM, TPH
Analytical Method: EPA 1664B
Total Petroleum Hydrocarbons
ND mg/L
5.0 1
04/23/19 06:12
200.7 MET ICP
Analytical Method: EPA 200-7 Rev 4.4
1994 Preparation Method: EPA 200-7 Rev 4.4 1994
Copper
ND uglL
5.0 1
0412511911:00 04/2611915:45 7440.50-8
Lead
ND ug/L
5.0 1
04/25/1911:00 04126/1915:45 7439.92-1
Zinc
27.7 uglL
10.0 1
04/25/1911= 0412611915:45 7440-66-6
2540D Total Suspended Solids
Analytical Method: SM 2540D-2011
Total Suspended Solids
2.8 mg1L
2.5 1
04/23/19 13:01
Date: 04/26/2019 09:08 PM
REPORT OF LABORATORY ANALYSIS
This report shaf3 not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 5 of 13

• !1
aceAnalytical.
16trw.pace4ba.u0m
QUALITY CONTROL DATA
Project: TEAM Industries C81489-01.01
Pace Project No.: 92426166
QC Batch: 470939 Analysis Method: EPA 1664E
QC Batch Method: EPA 1664B Analysis Description: 1664 SGT-HEM, TPH
Associated Lab Samples: 92426166001, 92426166002
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
(B28)254-7176
METHOD BLANK: 2556032 Matrix: Water
Associated Lab Samples: 92426166001, 92426166002
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Petroleum Hydrocarbons mg/L ND 4.8 04123119 06:11
LABORATORY CONTROL SAMPLE: 2556033
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Total Petroleum Hydrocarbons mglL 19.2 19.7 103 64.132
MATRIX SPIKE SAMPLE: 2556034
92425892001 Spike MS MS % Rec
Parameter Units Result Conc. Result % Rec Limits Qualifiers
Total Petroleum Hydrocarbons mg/L ND 19.2 20.5 105 64-132
c
a
Results presented on this page are In the unite 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: 04/26/2019 09:08 PM without the written consent of Pace Analytical Services, LLC. Page 6 of 13

(�IacleAnalytical"
www.pacabbs.="
QUALITY CONTROL DATA
Project: TEAM Industries C81489-01.01
Pace Project No.: 92426166
QC Batch: 471429 Analysis Method: EPA 200.7 Rev 4.4 1994
QC Batch Method: EPA 200.7 Rev 4.4 1994 Analysis Description: 200.7 MET
Associated Lab Samples: 92426166001, 92426166002
METHOD BLANK: 2558078
Associated Lab Samples: 92426166001, 92426166002
Parameter Units
Copper ug/L
Lead ug/L
Zinc ug/L
Matrix: Water
Blank Reporting
Result Limit Analyzed
ND 5.0 0412611914:47
ND 5.0 0412611914:47
NO 10.0 04/26/1914:47
Qualifiers
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE:
2558079
Spike
LCS LCS % Rec
Parameter
Units
Cone.
Result % Rec Limits Qualifiers
Copper
ug1L
500
445 89 85-115
Lead
ug1L
500
439 88 85-115
Zinc
ug/L
500
453 91 85-115
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
2558080
2558081
MS
MSD
92425986002
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter Units
Result
Cone.
Cont.
Result
Result
% Rec
% Rec
Limits
RPD Qual
Copper ug/L
0.058
500
500
554
536
99
96
70-130
3
mg/L
Lead ugIL
<0.0050
500
500
445
429
88
85
70-130
4
mg/L
Zinc ug/L
0.15
500
500
622
603
95
91
70-130
3
mg/L
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
2558082
2558083
MS
MSD
92426166002
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter Units
Result
Cone.
Cone.
Result
Result
% Rec
% Rec
Limits RPD Qual
Copper ugIL
ND
500
500
475
479
95
96
70-130 1
Lead ug/L
ND
500
500
465
469
93
94
70-130 1
Zinc ug/L
27.7
500
500
508
517
96
98
70-130 2
Results presented on this page are in the units indicated by the "Units' column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSES
This report shall not be reproduced, except in full,
Date: 04/26/2019 09:08 PM without the written consent of Pace Analytical Services, LLC. Page 7 of 13

aceAnalytical.
wwwpat *bsarrf
QUALITY CONTROL DATA
Project: TEAM Industries C81489-01.01
Pace Project No.: 92426166
QC Batch: 470994 Analysis Method: SM 2544D-2011
QC Batch Method: SM 2540D-2011 Analysis Description: 2540D Total Suspended Solids
Associated Lab Samples: 92426166001, 92426166002
METHOD BLANK: 2556289 Matrix: Water
Associated Lab Samples: 92426166001, 92426166002
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Suspended Solids mg/L ND 2.5 04123/19 13:00
LABORATORY CONTROL SAMPLE:
2556290
Parameter
Units
Total Suspended Solids
mg/L
SAMPLE DUPLICATE: 2556291
Parameter
Units
Total Suspended Solids
mg/L
SAMPLE DUPLICATE: 2556292
Parameter
Units
Total Suspended Solids
mg/L
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Spike LCS LCS % Rec
Conc. Result % Rec Limits Qualifiers
250 258 103 90-110
92426246001 Dup
Result Result RPD Qualifiers
353 364 3
92426246002 Dup
Result Result RPD Qualifiers
1050 1100 5
Results presented on this page are In the unite 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: 04/26/2019 09:08 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 13

Pace Analytical Services, LLC
1 d/� ! /� 2225 Riverside Dr.
,�a.cen Asheville, NC 28604
wwx:peceie6s.avn
{828}254-7175
QUALIFIERS
Project: TEAM Industries C81489-01.01
Pace Project No.: 92426166
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at of above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix-
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, 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 Gal . 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
REPORT OF LABORATORY ANALYSIS
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Date: 04/26/2019 09,08 PM without the written consent of Pace analytical Services, LLC. Page 9 of 13

aceAnalytical
www.pecWbs.cum
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: TEAM Industries C81489-01.01
Pace Project No,: 92426166
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch Analytical Method
Batch
92426166001
SW -A
EPA1664B
470939
92426166002
SW-B
EPA1664B
470939
92426166001
SW -A
EPA 200.7 Rev 4.4 1994
471429 EPA 200,7 Rev 4.4 1994
471521
92426166D02
SW-B
EPA 200.7 Rev 4.4 1994
471429 EPA 2003 Rev 4.4 1994
471521
92426166DOI
SW -A
SM 254OD-2011
470994
92426166D02
SW-B
SM 254OD-2011
470994
Date: 04/2612019 09:08 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 10 of 13

Document r• ame: Do:umei',Re'Jsed:-rebrualy 7. 2018
.r Sample Condition Upon Receipt 5CURj Page 1 af?
,. • c�L'Ei�(1a1��lC:?i Dneumant Plo.s Issuing Authority:
r F-CAR-CS-033-Rev.46 Pace Carolinas Quality Office
Laboratory receiving samples: _
Raleigh[]l►liethanicsr►iike❑
Ashevikke 0 Eden[] Greenwood ❑ Huntersville U •
? Client Name: W® ' 92426166
A 60na i P. A _ Project a
Courier: []Fed Ex []URS ❑USP5y [}dent HIM 1111111111111111
❑ Commercial ❑Pace ❑C)ther: 92426166
Custody Seal Present? []Yes [3 !o Seals intact? QYas Of or 1 k! '
ot¢JR+itxh Person Examining Contents: t r lu cq6 L
�
Packing Material: ❑Bub31e Wrap QBrt'able Bags I]i•ione OtherBiological TissL rozen?
Thermometer, n_ 0 es ❑No f•IJA
❑ IR Gun Ip G(�1 {� (� Type of Ice: 'P•Jet ❑t11ue QpMrq
Cooler Temp ('C): Lt • u i Correction Factor: Ada/Subtract ('L} f j
Temp'Ac'Jld ce above freeing to 6'C
Cooler Temp Corrected ('C): l(-- - D_rpfas ous of teTp:,iterie• Samples an ice, cooli'zg process
has �e3ua
USDA Regulated Soil ( t/A, water sample)
Did samples origi to In a quarantine tone vtithin the United States: C NY, or SC (check maps)? Did sar?es or:�inat: t;om a foreign s>urca tinternprtallY,
IWI!'ac <<t� incluQl z �a"IF'i and Pt erg Ricol? ❑yes ❑riG
Cornments]Drscreparacy:
Chain of Custody Present?
Oyes
❑oo
❑v/,t
1.
5ampie i Arrived I.-Athin Hold Time?
F
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2.
Short Hold Time Analysis {:72 hr.)?
Elves
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3.
Rush Turn Around Time Requested? Dyes "Ja ❑O/A
5ufTiciEnt %Iolume?
QY?5
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DVA
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21yes
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❑?11A
7.
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Sample
[]yes
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9.
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Dyes
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Yes
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Trip Blank Present?
❑ ee
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❑�JJA
11.
I
Trip31ank Custody Seals Present?_ _
_ _❑yes
I!a
❑ I]A
Lot ID •; s,-P li: cor`taiitprs:
CLIENT NOTIFICATION/RESOLUTION
Person contacted; Date/Time:
Project Manager SCURF Review:
Project lWanage'r SRF Review: -. Date:
Page 11 of 13

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Document ;-lame:
Document Vo.;
F-CAR•CS-033-Rev.06
'Check mark top half of box if p,Li and/cr decilorination is
verified and within the 21cceptance range for preserva`ion
samples,
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Page 12 of 13

r , 220 William Pitt Way
aceAnai(Xica!' Pittsburgh, PA 15238
rrwsacela�.rwm •vo�c c•awc
CHAIN -OF -CUSTODY ! Analytical Request Document
The Chain -of -Custody is a LEGAL DOCUMENT, All relevant fields must be completed accurately.
Section A Section 8 Section C
Page: of ro
O 11740
Required Client information: Required Project Information: Invoice infomtat*w
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Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
828.281.3350
1
r� Central Files
Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Re: Stormwater Sample Analytical Results, April 2019
TEAM Industries Andrews, Inc.
Andrews, Cherokee County, North Carolina
Certificate of Coverage No. NCG030026
To Whom It May Concern,
ANCHOR
kz QEA.
May 29, 2019
RECEIVED
JUN 03 2019
DENR-LAND QUALITY
STMAWATER PERMITTING
Anchor QEA of North Carolina, PLLC (Anchor QEA), is pleased to present the following stormwater
sample analytical results. On behalf of TEAM industries Andrews, Inc. (TEAM), Anchor QEA collected
two stormwater samples on April 19, 2019, for the referenced facility covered by National Pollutant
Discharge Elimination System Stormwater General Permit No. NCG030000. In the samples collected
from sampling locations SW -A and SW-13, all constituent concentrations detected were below or
within the acceptable ranges of the benchmark values specified in the general permit. This letter
provides background information and describes the methods, findings, and conclusions regarding
the stormwater sample collection and analysis.
Background
The most recent Stormwater General Permit for metal fabrication activities was issued by the North
Carolina Department of Environmental Quality with an effective date of November 1, 2018, and it will
expire at midnight on May 31, 2021. The sampling event described herein represents the first
sampling event under the current permit, Sample collection and reporting protocol for this event
followed the current permit requirements.
The Stormwater General Permit indicates that the permittee shall complete analytical sampling on
a semiannual schedule, once during the first half of the year (January 1 to June 30) and once
during the second half of the year (July 1 to December 31), at a minimum, allowing at least 60 days
between sample collection dates. This sampling event fulfills the compliance sampling requirement
for the first half of 2019.
The general location of the facility is indicated in Figure 1. Samples have historically been collected
from the facility's two outfalls. The outfalls and sample locations are labeled SW -A and SW-B, as
identified in Figure 2.
1\ashevBle1\asheville\Projects\ream Ind\Environmental Management\Stormwater\Semi-annual Stormwater Reports\Stormwater Sampling Event 2019.04.19\DEMLR SW
Monitoring Results 2019-04-19.doa

May 29, 2019
Page 2
Methods
On April 19, 2019, Anchor QEA mobilized to the TEAM facility to collect stormwater samples during a
measurable storm event of approximately 2.02 inches of rainfall'. There had not been a measurable
storm event in the 72 hours preceding this sampling event.
The stormwater samples were collected from two outfalls labeled SW -A and SW-B (Figure 2).
Samples were collected as indicated in the surface water sampling logs (Attachment 1) from the
approximate center of the discharge streams and were transferred to laboratory -supplied containers.
The containers were placed in a cooler on ice and delivered to Pace Analytical Services, Inc. (Pace), in
Asheville, North Carolina, for laboratory analyses. The pH measurement was obtained in the field by
placing a probe within the flow of the respective outfall, The pH measurement was recorded once
stabilization occurred. Anchor QEA's equipment documentation and instrument calibration data
sheet is included as Attachment 2.
Anchor QEA also performed a stormwater discharge outfall (SDO) qualitative monitoring event
during the stormwater analytical sampling event. The associated SDO qualitative monitoring reports
are included as Attachment 3.
Findings
The laboratory analytical results are summarized in the Semiannual Stormwater Discharge Monitoring
Report (Attachment 4). The samples contained concentrations lower than or within the range of the
specified benchmark values for all constituents analyzed by Pace.
The field measurements of pH for both SW -A and SW B were within the acceptable benchmark value
range. The field measurement results are listed in the surface water sampling logs (Attachment 1),
and pH results are shown in Attachment 4. The Pace analytical report and chain -of -custody form are
included in Attachment S.
Since the sampling period in fall 2008, TEAM has implemented a toxic organic management plan,
which is monitored by the Town of Andrews (the entity that operates the publicly owned treatment
works). Upon implementation of the toxic organic management plan, TEAM was no longer required
to analyze for total toxic organics during semiannual stormwater monitoring events.
Conclusions
The stormwater sample results for outfalls SW -A and SW-B showed concentrations below or within
the range of the benchmark values specified in the general permit for all constituents.
' Rainfall depth was obtained from the Weather For You online database records for the Andrews -Murphy Airport gauge station.

May 29, 2019
Page 3
151314-02.02 perform the next analytical monitoring of stormwater discharges during another
representative rain event between July 1 and December 31, 2019.
If you would like additional information, please contact me at [phone], or contact
Gregory Boehm at [phone].
Sincerely,
Brian Gant
Compliance and Solid Waste Manager
cc: Gregory Boehm, TEAM Industries Andrews, Inc.
Terry Yonce, TEAM Industries Andrews, Inc.
Duplicate, Central Files
Attachments
Figure 1 Site Location Map
Figure 2 Stormwater Discharge Outfall Locations
Attachment 1 Surface Water Sampling Logs
Attachment 2 Equipment Documentation and Instrument Calibration Data Sheet
Attachment 3 Stormwater Discharge Outfall Qualitative Monitoring Reports
Attachment 4 Semiannual Stormwater Discharge Monitoring Report
Attachment 5 Laboratory Analytical Report and Chain -of -Custody Form

Figures

Publish Date: 2018f06j 28, 8:04 AM I User. dFe eur
filepath- P%Team ind\Environmental ManagementNStormwater\Flgures\Figure 1 - Site location Mapl.mxd
ANCHOR Figure 1
Site Location Map
5tormwater Sample Analytical Results, April 2019
TEAM Industries Andrews, Inc.

LEGEND:
A Surface Water Sample Location
NOTE:
Unnamed creek and drainage ditch
locations are approximate.
ESite Parcel Boundary
Streams
— Roads
Publish Date. 2018l08/28.8.07 AM I User- alesueur
Filepath P\Team ind�Env ronmental Management\Stormwaler\Figums`Figure 2 - SD0 Locations mad
SOURCES:
1. Basemap: NC OneMap 2013
2. Parcels, streams, and roads:
Cherokee County GIS
3. Unnamed creek and drainage
ditches are drawn in based on
Anchor QEA field observations.
0
0 150 300
Feet
T. ANCHOR Figure z
V.a 0 E A Stormwater Discharge Out'fall Locations
Stormwater Sample Analytical Results, April 2019
TEAM Industries Andrews, Inc.

ANCHOR
Surface Water Sampling Log
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 2-8801
Project Name: TEAM Industries Semi -Annual Stolmwater Date:
Project Number. C81489-01.01 Task 5 weather.
Sampling Personnel: V'jexi
Sample Name:,A
CommenW �� 1iA M
1002-0( 1
Ih S
Sample Method CGra
Syringe
Pump
Bailer-Disp.
Other.
Time
Temp rC)
Dhaollved
Oxygen (-gm
Specific Cond.
(NS/em)
PH (S.U.)
repot to OJ S. tR
oxwatim
Redaction
Pabantiai (mv)
Turbidity
(NTU)
Comments
Sampling Container
Number of Containers
Requested Analysis
500 mL Plastic
250mLPlastic � �>
a.
125 mL Plastic
40 mL Glass
1 LGlass
2
, y
G1 S& '!
Other p 1� .
-T
Vegetation: 4��
sampling Personnel nel Signat:urvi
Notes:
Samples are analyzed immediately upon collection.
`[:degrees Celosu
pVcrTL mk7o-5lemern per cubk centimeter
mg/L• milligrams per liter
mv, milllvaB
NTU- nephelomevk turbidity units
S,U_ standard units
Access U, -
a .sz.{ t % i- cow 4.4" w
,10; perature: SM 2550 B-2010
Spadk corrdrtttW.. EPA Method 120.1. Rm 1962
DQ SM 4500 O G-2011
PH: SM 4500-H ` B-2011
Page 1 of 1

ANCHOR
Surface Water Sampling Log
Anchor QFA of North Carorrna, PLLC
2aI Haywood Street
Asheville, North Carolina 28801
Project Name: TEAM Industries Semi -Annual Stormwater Date:
Project Number. C81489-01.01 Task 5 Weather.
Sampling Personnel:
Sample Name:
Comments: OLAA 'C A. V% ti G kV,I V4
Or,
Sample Method
Grab
Syringe
Pump
Bailer-Disp.
Other.
Time
Temp (`a
OtsseMad
Oxygen (rng/L)
Specific Cand.
(liSl nt)
pH (S.UJ
report to il.i S.U.
Oiddation
Reduction
Potential (mV) ,
Turbidity
(KTU)
Contmef t
f0
1�.5'
1.53
�. �,
`' , J
111&i�
104
Sampling Container
Number of Containers
liequested Analysis
500 mL Plastic
250 mL Plastic
125 mL Plastic
40 mL Glass
1 LGlass
1 �u
ether l L Ptu3 `4
l
Vegetation: 'in It (*
Sampling Personnel Signature:
Notes
Samples are analyzed immediately upon collection.
•C- degrees Celsius
yS/on: micro-Slemen per cubk Centimeter
mWL: m0gr4m per liter
mY, rniaiwtt
NTU: nephelometric turbidity units
S.U.: standard units
Access &I wtT
onto:
Me d Reference:
Temperature: SM 2550 B-2010
Specific conductivity. EPA Method 120.1, Rev. 1982
DO_ SM 4500 O G-2011
PH: SM 45o" * 8-2011
Iol
J
Page 1 of 1

Attachment 2
Equipment Documentation and
Instrument Calibration Data Sheet

ANCHOR.
QF-A
Equipment Documentation and Instrument Calibration Data Sheet
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
CAUBRATION DOCUMENTAIFIGN
Project Name: —Tr-" Person Conducting Calibration:
Project Number. Date of Calibration: Hr
Project I oration: Date of Field Measurements:
EQUIPMENT DOC11M1ENTATION
Equipment or meters used to take measurements (e.g, water level meters, survey equipment):
mtent Type Serial Number Brand Dale of Use046-
1 SO-ft Water Level
26154
Solinist
150-ft Water Level
22754
SoBnlst_r
150-ft Water Level
150
ITpstwen
150-ftDrawdown
MP30-1$27"
QFD
Other
Select Turbidimeter Hach 2100Q (s,/n 151006045207)
HF Scientific MicroTPW (s/n 200601045)
1, Electronic cqutpment calibrated actordfng to the manufacturers operation manual.
2. Specific Conductivity should be cagansted according to values representative of historic range.
I Order of Calibration Is as follows - Specific Conductly ry, pH 7, pH 4, pH 10, DO, 6RP, QC checks.
4, QC Atceptab3e Ranges: pH •/- 0.1 5.U. and Speefit Conductivity 10% of the wA value. If QC readings are out ofrange, the instrument needs to be iveeallo-ated.
5 ' Indicates that a QC check must be performed hr the morning, afternoon. and the end of the day, 0, every four hours,
S " Erdicates to choose a Specific CorKlun icy buffer of W 3, 447, 84, or 23 m$ which Is closest to h€vorkal fea&gs from the prood location,
Method Reference: Temperalure SM 25M B-2070 l Specific conductivity- EPA Method 12A 1, Rev 19H2 I DO: SM 43M 0 G-2017 I pH: SM 4500-N r 8-20 t f
Page 1 of 1

Attachment 3
Stormwater Discharge Outfall Qualitative
Monitoring Reports

�IIYl1rlf711tC17 tQl
Quality
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance as filling out this forni, please visit https://deq.nc.gov/about/divisions/energy-mineral-land-resources/
npdes-stormwater-gps
Permit No.: NIC/ 0/ 3/ 01.010 I O/ 0/ or Certificate of Coverage No.: NIC/G/ 01, 31010 / 2 l.6 I
Facility Name:
TEAM Industries Andrews, NC
County: Cherokee
Inspector: Cassandra Harvey
Date of Inspection: 4119/2019
Time of Inspection: 1000
Total Event Precipitation (inches): 2.02
Phone No. 828-771-0441
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. SW -A
Receiving Stream:
Welch Mill Creek
Structure (pipe, ditch, etc.)
Pipe to ditch
Describe the industrial activities that occur within the outfall drainage area: Material storage, empty
container storage, newly poured concrete driveway
Page 1 of 2
SWU-242, Last modified 06/01/2018

2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: Light brown to clear, light tint
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak
chlorine odor, etc.): None
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear
and 5 is very cloudy:
10 2 3 4 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in the
stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
10 2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in
the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
Ql 2 3 4 5
7. Is there any foam in the stormwater discharge? O Yes O No.
8. Is there an oil sheen in the stormwater discharge? OYes (& No.
9. Is there evidence of erosion or deposition at the outfall? O Yes o No.
10. Other Obvious Indicators of Stormwater Pollution:
List and describe No indicators observed. Stormwater was clear.
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, Fast modified 06/01/2018

K�-r`#
Environmental
Quality
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form, please visit https://deq.ne.gov/about/divisions/energy-mineral-land-resources/
npdes-stormwater-gps
Permit No.: N/C/O / 3 / 0 /.0 /.O / O /,0 / or Certificate of Coverage No.: N/C/G/O /3 I, O/O / 2/.6 /
Facility Name: TEAM Industries Andrews, NC
County: Cherokee Phone No. 828-771-0441
Inspector: Cassandra Harvey
Date of Inspection: 4/19/2019
Time of Inspection: 1000
Total Event Precipitation (inches): 2.02
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. SW-B Structure (pipe, ditch, etc.): Pipe to ditch
Receiving Stream:
Welch Mill Creek
Describe the industrial activities that occur within the outfall drainage area: Aboveground tank storage
of petroleum products and propane
Page I of 2
SWU-242, Last modified 06/01/2018

2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: tight brown to clear, light tint
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak
chlorine odor, etc.): None
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear
and 5 is very cloudy:
]Q 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:
Ol 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:
Q 2 3 4 5
7. Is there any foam in the stormwater discharge? O Yes O No.
8. Is there an oil sheen in the stormwater discharge? OYes O No.
9. Is there evidence of erosion or deposition at the outfall? O Yes O No.
10. Other Obvious Indicators of Stormwater Pollution:
List and describe None
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, Lasi modified 06/0112018

Attachment 4
Semiannual Stormwater Discharge
Monitoring Report

Stormwater Discharge Monitoring Report
for North Carolina Division of Energy, Mineral and Land Resources General Permit No. NCG030000
Date submitted
CERTIFICATE OF COVERAGE NO. NCG03 0 0 2 6
FACILITY NAME TEAM Industries Andrews, Inc
COUNTY Cherokee
PERSON COLLECTING SAMPLES Cassandra Harvey
LABORATORY Pace Analytical Lab Cert. # 37712
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2019
SAMPLE PERIOD 0 Jan -June ❑ July -Dec
or ❑ Monthly' Lmonthl
DISCHARGING TO CLASS ❑ORW ❑HQW ❑■ Trout ❑PNA
❑Zero -flow ❑Water Supply [:]SA
❑Other
PLEASE REMEMBER TO SIGN ON PAGES 2 AND/OR 3 4
❑ No discharge this period?x
Outfall No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches;
Suspended Solids
pH,
Standard
Standard units
Total Copper
Total Lead
Total Zinc
Non -Polar C&G/
Total Petroleum
Hydrocarbons
Total Toxic
©rganicss
Benchmarks -
_
-
100 mg/L or 50 mg/V
6.0 — 9.0
0.010 mg/L
0.075 mg/L
0.126 mg/L
15 mg/L
1 mg/L
Parameter Code
-
46529
C0530
00400
01129
01051
01094
00552
78141
SW -A
4/19/19
2,02
33.8
7.07
<0.005
<0.005
0.0155
<5.0
NA
SW-B
4119/19
2.02
2.8
7.25
<0.005
<0.005
0.0277
<5.0
NA
1 Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
Z For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3 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.
a See General Permit, Section B, Table 1 to identify the especially sensitive receiving water classifications where the more protective benchmark applies.
s 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: 11/1/2018-05/31/2021 SWU-245, last revised 11/1/2018
Page 1 of 3

Facilities that Incorporate- a solvent management plan into the 5tormwater 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 svaNar, the discharger shall sign the Wowing certlflcatlen statement:
"Ba sed upon my Inquiry of the pen on or persons direcity responsible for managing compliance with the permit monitoring requirement for total toxic organ dcs
(TTO), I certify that to the best of my knowledge and beilef, no dumping of concentrated toxic organics into the stormwater or areas which are exposed to rainfall or
stormtvater runuff lies occurred since filing the fast discharge monitoring report. I further certify that this facility Is implementing the all the provisions of the
solvent management plan included In the Stofn%vva/a�Jter Pollution Prevention Plan."
C�r� Otf h
Name (Print (print n me)
C7 P/i e /
Title (Print le} l
slg Lure Dat
Mote: Results must be reported In numerical format. Do not report Below Detection Limit, BDL, <PQI., Non -detect, ND, or other similar non -numerical
format. When results are below the applicable limits, they must be reportdift Cb9 fgrm-at. "<xx mtt/E, where %x Is the numerical value of the detection
limit, reporting limit, etc. In mg/t.
Note: If you report a sample value In excess of the benchmark; you must implement Tier 1, Tler1, or Tler3 responses. See General Permit text.
Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > S5 gal of new all per month.
n No discharge this aerlad?l
6utfaltNo, •
bate Sample collected'
(mo/dd/yrj y
24-hour rainfall amount.:
Inches
7.
New Motor OII or:
Hydraupc011Usago
:-,Non. aIC;GJTatef `
PetroleumHrdfare! bons-
Total 5usRbnded
Solids
f3enchmurks _ :r._'_`:`.,:+.•S
,.., --' - . : :'- . ,
; . ..:.:._
:.,,�_
r ;iS mg%L-."> .... :-;
l00mg/i'or so rsiglL'
Parameter Code
:; -
4ti5t9 ... .:.
HCOiE =:.`'
Ot1352 -=... _
c. `--, Co530 - -
Footnotes from Part A also apply to Part B
Note., If you report a sample value in excess of the benchmark, you must Implement Tier 1, Var1, or Tier 3 responses. See general Permit text.
Permit Date: 11/l/2018-05/3112021 SWU-245, last revised 111112018
Page 2 of 3

fDRPARTA ANP PART 8 MONITORING RESULTS:
• A BENCHMARK EXCEEOANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART 11 SECTION 9.
• 2 EXCEEOANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFAt L TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART If SECTION 8.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EKCEfOENCES FOR THE SAME PARAMETER AT ANYONE OUTFAU? YES ONO ❑
IF YES, HAVE YOU CONTACTED TFE OEWR REGIONAL OFFICE? YES [] NO ❑
REGIONAL OFFICE CONTACT NAME;
all on orfglrtpf copy. of this DMR,1Rrfudfnu all "No Dlsrhorve" reams-ivlthlf} 30 days of recelpt of the lab results forat end o1 mQnitorina period In the
fuse RL No Discharge"rgports/ to_:
VNISIon of Water Quality
Attn; OWQ Central Files
1617 Mall Service Center
Ralelgh, North Calollna 27699.1617
QU IN S CERTIFICATTO
'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 quallfted personnel properly gather and evaluate the information submitted_ Based on my inquiry of the person or persons who manage the system, or
those persons dlrectty esponsible for gathering the information, the Information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
am aware that there significant penalties for submitting faise Infnrmatlois, lnduding the possibility of Fines and Imprisonment for kno Ang vtolattons."
_ .S- 2 i
Signature of Permlitee Datif
Permit pate: 11/t/2U18.05131/2021 SWU-24S, last revised 11/1/2018
Page 3 of 3

Attachment 5
Laboratory Analytical Report and
Chain -of -Custody Form

1aceAnalytical *
wwwpwobbs.com
April 26, 2019
Brian Gant
Anchor QEA
231 Haywood Street
Asheville, NC 28801
RE: Project: TEAM Industries C81489-01.01
Pace Project No.: 92426166
1, i
Paco Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28844
[phone]
Dear Brian Gant:
Enclosed are the analytical results for sample(s) received by the laboratory on April 19, 2019. The
results relate only to the samples included in this report. Results reported herein conform to the most
current, applicable TNIINELAC 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 feet free to contact me.
Sincerely,
Lorri Patton
[e-mail]
1(828)254-7176
Project Manager
Enclosures
.e PGCRE��r
z`Y REPORT OF LABORATORY ANALYSIS
r
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 13

aceAnalytical"
W"-pacarebs.care
Project: TEAM Industries C81489-01.01
Pace Project No.: 92426166
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
Louisiana/NELAP Certification # LA170028
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804
FloddalNELAP Certification #: E87648
Massachusetts Certification #: M-NCO30
North Carolina Drinking Water Certification #: 37712
CERTIFICATIONS
South Carolina Certification #: 99006001
FloddalNELAP Certification #: E87627
Kentucky UST Certification #: 84
VirginiaNELAP Certification #: 460221
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
VrginiafVELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in fut,
without the written consent of Pace Analytical Services, LLC. Page 2 of 13

aceAnalytical e
www.pactiabs.com
SAMPLE ANALYTE COUNT
1, a f
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: TEAM Industries C81489-01.01
Pace Project No.: 92426166
Analytes
Lab ID Sample ID Method Analysts Reported Laboratory
92426166001 SW -A
92426166002 SW-B
EPA 1664B
JMS
1
PASI-C
EPA 200.7 Rev 4A 1994
SH1
3
PASI•A
SM 2540D-2011
MJP
1
PASI-A
EPA 1664E
JMS
1
PASI-C
EPA 200.7 Rev 4.4 1994
SH1
3
PASI-A
SM 254OD-2011
MJP
1
PASI-A
REPORT OF LABORATORY ANALYSIS
This report shad' not he reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 3 of 13

aceAnalytical
www.ys.ronr
ANALYTICAL RESULTS
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: -TEAM Industries C81489-01.01
Pace Project No.: 92426166
Sample: SW -A Lab ID: 92426166001 Collected: 04/19/19 09:50 Received: 04/19/19 12:17 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
1664 SGT•HEM, TPH
Analytical Method: EPA 1664B
Total Petroleum Hydrocarbons
NO mg/L
5.0 1
04/23/1906,11
200.7 MET ICP
Analytical Method: EPA 200.7 Rev 4.4
1994 Preparation Method: EPA 200.7 Rev 4.4 1994
Copper
ND ug/L
5.0 1
04/25/1911:00 04/2611915:42 7440-50-8
Lead
ND ug/L
5.0 1
04125/1911:00 0412611915A2 7439-92-1
Zinc
15.5 ug/L
10.0 1
04125/1911:t10 04/2611915:42 7440-66-6
2540D Total Suspended Solids
Analytical Method: SM 254OD-2011
Total Suspended Solids
33.8 mg1L
5.0 1
04/23/19 13:01
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/26/2019 09:08 PM without the written consent of Pace Analytical Services, LLC.
Page 4 of 13
r

(�55'neAnalyfical*
www.pacafts' am
ANALYTICAL RESULTS
.\ 11
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: TEAM Industries C81489-01.01
Pace Project No.: 92426166
Sample: SW-S Lab ID: 92426166002 Collected: 04/19/19 10:05 Received: 04/19/19 12:17 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
1664 SGT-HEM, TPH
Analytical Method: EPA 1664B
Total Petroleum Hydrocarbons
ND mg/L
5.0
1
04/23/19 06:12
200.7 MET ICP
Analytical Method: EPA 200.7 Rev 4.4
1994 Preparation Method: EPA 200.7 Rev 4.4 1994
Copper
ND ug/L
5.0
1
0412511911:00 0412611915:45 7440-50-8
Lead
ND ug/L
5.0
1
04125/1911:00 04/26/1915:45 7439-92-1
Zinc
27.7 ug/L
10.0
1
0412511911:00 04/2611915:45 7440-66-6
2546D Total Suspended Solids
Analytical Method: SM 2540D-2011
Total Suspended Solids
2.8 mg/L
2.5
1
04/23/19 13:01
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Dale: 04/26/2019 09:08 PM without the written consent of Pace Analytical Services, LLC.
Page 5 of 13
i

aceAnalyti{cal
www.paimW3.00m
QUALITY CONTROL DATA
Project: TEAM Industries C81489-01.01
Pace Project No.: 92426166
QC Batch: 470939 Analysis Method: EPA 1664B
OC Batch Method: EPA 1664B Analysis Description: 1664 SGT-HEM, TPH
Associated Lab Samples: 92426166001, 92426166002
METHOD BLANK: 2556032 Matrix: Water
Associated Lab Samples: 92426166001, 92426166002
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Petroleum Hydrocarbons mgJL ND 4.8 04/23119 06:11
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE:
2556033
Spike LCS
LCS
% Rec
Parameter
Units
Conc. Result
% Rec
Limits
Qualifiers
Total Petroleum Hydrocarbons
mglL
19.2 19.7
103
64-132
MATRIX SPIKE SAMPLE:
2556034
T T^
T
92425892001 Spike
MS
MS
% Rec
Parameter
Units
Result Conc.
Result
% Rec
Limits Qualifiers
Total Petroleum Hydrocarbons
mglL
ND 19.2
20.5
105
64-132
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: 04/26/2019 09:08 PM without the written consent of Pace Analytical Services, LLC. Page 6 of 13

aceAnalytical
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QUALITY CONTROL DATA
Project: TEAM Industries C81489-01.01
Pace Project No.: 92426166
QC Batch: 471429 Analysis Method: EPA 200.7 Rev 4.4 1994
QC Batch Method: EPA 200.7 Rev 4.4 1994 Analysis Description: 200.7 MET
Associated Lab Samples: 92426166001, 92426166002
METHOD BLANK: 2558078
Associated Lab Samples: 92426166001, 92425166002
Parameter Units
Copper ug/L
Lead ug/L
Zinc ug/L
Matrix: Water
Blank Reporting
Result Limit Analyzed
ND 5.0 04/26/19 44:47
ND 5.0 04/25/1914:47
ND 10.0 04126/1914:47
Qualifiers
.• , , .
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE:
2558079
Spike
LCS LCS % Rec
Parameter
Units
Conc.
Result % Rec Limits Qualifiers
Copper
ug/L
500
445 89 85-115
Lead
ug/L
500
439 88 85-115
Zinc
ug/L
500
453 91 85-115
MATRIX SPIKE R MATRIX SPIKE DUPLICATE:
2558080
2558081
MS
MSD
92425986002
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter Units
Result
Conc.
Conc,
Result
Result
% Rec
% Rec
Limits
RPD Qual
Copper ug/L
0.058
500
500
554
536
99
96
70-130
3
mg1L
Lead uglL
<0.0050
500
500
445
429
88
85
70-130
4
mg/L
Zinc ug/L
0.15
500
500
622
603
95
91
70-130
3
mg/L
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
2558082
2558083
MS
MSD
92426166002
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
Copper ug/L
ND
500
500
475
479
95
96
70-130
1
Lead ug/L
ND
500
500
465
469
93
94
70-130
1
Zinc ug/L
27.7
500
500
508
517
96
98
70-130
2
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/26/2019 09:08 PM without the written consent of Pace Analytical Services, LLC.
Page 7 of 13

Pace Analytical Services, LLC,
aeeAnalytical
2225 Riverside Dr.
Asheville, NC 28804
www.pacebbs.com
[phone]
QUALITY CONTROL DATA
Project: TEAM Industries C81489-01.01
Pace Project No.: 92426166
QC Batch: 470994
Analysis Method: SM 2540D-2011
QC Batch Method: SM 254OD-2011
Analysis Description: 2540D Total Suspended Solids
Associated Lab Samples: 92426166001, 92426166002
METHOD BLANK: 2556289
Matrix: Water
Associated Lab Samples: 92426166001, 92426166002
Blank Reporting
Parameter
Units
Result Limit Analyzed Qualifiers
Total Suspended Solids
mg/L
NO 2.5 04123l19 13:00
LABORATORY CONTROL SAMPLE:
2556290
Spike LCS LCS % Rec
Parameter
Units
Conc. Result % Rec Limits Qualifiers
Total Suspended Solids
mg/L
250 258 103 90-110
SAMPLE DUPLICATE: 2556291
92426246001 Dup
Parameter
Units
Result Result RPD Qualifiers
Total Suspended Solids
mg1L
353 364 3
SAMPLE DUPLICATE: 2556292
92426246002 Dup
Parameter
Units
Result Result RPD Qualifiers
Total Suspended Solids
mg/L
1050 1100 5
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: 04/26/2019 09:08 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 13

aceAnalytical
aww.pacelabs.=n
QUALIFIERS
Project: TEAM Industries C81489-01.01
Pace Project 1 92426166
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
Ti - 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]
POL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LC5{D) - Laboratory Control Sample (Duplicate)
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 Chloroethytvinyl ether.
A separate vial preserved to a i 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
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/26/2019 09:08 PM without the written consent of Pace Analytical Services, LLC. Page 9 of 13

aceAnalytical o
www.pecaftbs.cem
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: TEAM Industries C81489-01.01
Pace Project No.: 92426166
Pace Analytical Services, LLC
2225 Riverside Dr,
Asheville, NC 28804
[phone]
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical
Analytical Method Batch
92426166001
SW -A
EPA 1664B
470939
92426166002
SW-B
EPA 1664B
470939
92426166001
SW -A
EPA 200.7 Rev 4.4 1994
471429
EPA 200.7 Rev 4.4 1994 471521
92426166002
SW-B
EPA 200.7 Rev 4.4 1994
471429
EPA 200.7 Rev 4.4 1994 471521
92426166001
SW -A
SM 2540D-2011
470994
92426166002
SW-B
SM 2540D-2011
470994
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 0412612019 09:08 PM without the written consent of Pace Analytical Services, LLC. Page 10 of 13

y j Document dame: Occurrent Revised: rebrt:arY 7, 2t?15
3 r
¢ Sample Condition Upon Receipt(SCUR) Page u h 2
.�ce,�nal;Rrc:r{� Document i~lo.: - } issuing �.utharitY:
F-CAR-CS-a33-Rev.06 it Face Carolinas Quality {since
Laboratory receiving samples: Raleigh Mechanicsville[]Asheville [ -- Eden❑ Greenwood ❑ Huntersville l� J
wo#:92426166
Client Name:
ME W-1XV, A k
f _ Project i#
Courier: E]Fed Ex 1❑UPS []LISPS ❑tfitnt
Catrmerpaf ❑OPace 924261 i - ❑ ❑Other:
Custody Seal Present? [)Yes. Quo Sealslntact? []Yes < tl�l� [V14
anti-11AW ti Person E-inicing Contents:
Packing Material: ❑3ub'ole W"aap Dibubble Bags []NoneL7 Other 8ielogical Tissue ozen?
QYa ❑tdo ]i•f/r1
Thermometer: 113 Gun IrJ: 6fLj-F6Ltu TYPe of ice: FJet ❑Blue cjnre
CoalerTemp l'C): �4 • 4 Correction Factor: Ado/Subtract ('C} [� , (�
Tempt;"culd Ue auove freezing to VC
Cooler Temp corrected ('C): (]S, 'PI`s cut of temp crireria, Sampies yn ice, coating process
i �� i
has �riun
USDA Regulated Soil (Z41A,water Sample)
Did samples od ii to in a Quarantine zone vrithin the United States: CA, � !Y, or SC tcheck mapsi? Did str.?'s ors-inata srorlr a foreign source Oncenat nrlally,
., .1-17 Fly- 1 71'ia
Lj1e5 f_,trvo
inciuv, ,, , _."—.._.
Coo rr ments JDiserepanty:
1.
Chain of Custody Present? Yas El 'Ho ❑'41A
Sam lea Arrived .•rithln Hold Time?
f -fes
0oo
©affix
2.
Sher t Hold Time Analysis (472 hr.)?
❑yes
ONa
©do,
3.
Rush Turn Around Time Requested?
Yes
GCJo
[]IIA
4
Su,'75dent Volume?
0"y
No
iDwA
5.
Correct Containers Used?
-Pace Containers Used?
Cfers
]Yes
ON,,
D 4o
❑Nlj,
Ors/A
61
Containers Intact?
QYes
I]NQ
❑rl(A
7.
Dissoljed an_>I sls: Samples Reld Filtered?
©yzs
D:v
©i"/A
S.
Sample Lab EIS Match CQC?
-includes Date/Time/IDJAnalvsis Matrix:
Dyes
t r
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Headsnace in VOA Vials (>3-6mm)?
❑Y.;
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Trip Thant: Custody Seals Present?
❑Yes
[Ives _
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11.
i
dot lD i � I+. containers:
CLIENT NOTIFICATION/RESOLUTION
Person contacted: Date/Time:
project Manager SCURF Review: Dote:
-r--#—
Project Manager SRF Review: Date:
?age 11 of 13

O''4114
.•facef1fo fa-,1
Dccunentklame: r3tttnrntRevissd:Fehruaryi,Z418
Condition Upon Receig,(SCUR) Page : of 2
Document NO.: 1ss,ing Authr ri:y:
P-CAR•CS-033•Rev-Ob Pace Cs;oiines duality Office
'Check mark top half of box if py and/or dechlorinatiorl is Project' wo# : 92426166
verified and withln the accepitaslce rarige for preservation Due Date: O4/28119
samples, PM: LJP
€xceplions: t'OA, Coliform, i OC, Oil and Grease, 0R0/301i {.:3terj DOC, Lft CLIENT: 93—ALT0jjj0NT
"*Bottom half of box is to list number of bottle
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Page 12 of 13

220 William Pitt Way
aceAnalX cal * Pittsburgh, PA 15238
1 wrw.Aacetalrs.cam 412-826-5245
CHAIN -OF -CUSTODY / Analytical Request Document
The Chafr of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately. 0
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Anchor QEA of North Carolina, PLLC ANCHOR
231 Haywood Street
Asheville, North Carolina 28801 QEA
828.281.3350
December 19, 2018
Central Files
Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Re: Stormwater Sample Analytical Results, November 2018
TEAM Industries Andrews, Inc.
Andrews, Cherokee County, North Carolina RECEIVED
Certificate of Coverage No. NCG030026
JAN 0 3 2019
To Whom It May Concern, CEN I ►AL FILES
OWR SECTION
Anchor QEA of North Carolina, PLLC (Anchor QEA), is pleased to present the following stormwater
sample analytical results. On behalf of TEAM Industries Andrews, Inc. (TEAM), Anchor QEA collected
two stormwater samples on November 30, 2018, for the referenced facility covered by National
Pollutant Discharge Elimination System Stormwater General Permit No. NCG030000. In the samples
collected from sampling locations SW -A and SW-B, all constituent concentrations detected were
below or within the acceptable ranges of the benchmark values specified in the general permit. This
letter provides background information and describes the methods, findings, and conclusions
regarding the stormwater sample collection and analysis.
Background
The most recent Stormwater General Permit, which was for metal fabrication activities, was issued by
the North Carolina Department of Environmental Quality with an effective date of November 1, 2018,
and it will expire at midnight on May 31, 2021. This sampling event represents the first sampling
event under the current permit. Sample collection and reporting protocol for this sampling event
followed the current permit requirements. The North Carolina Department of Environmental Quality
has established new benchmark values for copper, lead, and zinc that are discussed in the Findings
section of this report.
The Stormwater General Permit indicates that the permittee shall complete analytical sampling on
a semiannual schedule, once during the first half of the year (January 1 to June 30) and once
during the second half of the year (July 1 to December 31), at a minimum, allowing at least 60 days
between sample collection dates. This sampling event fulfills the compliance sampling requirement
for the second half of 2018,
\\ashevillellasheville\Projects\Team Ind\Environmental Management\StonnwateASemi-annual Stormwater Reports�Stormwater Sampling Event 2018-11-30\DEMLR SW
Monitoring Results_2018-11-30 CH_V2 - FINAL.docx

December 19, 2018
Page 2
The general location of the facility is indicated in Figure 1. Samples have historically been collected
from the facility's two outfalls. The outfalls and sample locations are labeled SW -A and SW-B, as
identified in Figure 2.
Methods
On November 30, 2018, Anchor QEA mobilized to the TEAM facility to collect stormwater samples
during a measurable storm event of approximately 0.96 inches of rainfall'. There had not been a
measurable storm event in the 72 hours preceding this sampling event.
The stormwater samples were collected from two outfalls labeled SW -A and SW-B (Figure 2).
Samples were collected as indicated in the surface water sampling logs (Attachment 1) from the
approximate center of the discharge streams and were transferred to laboratory -supplied containers.
The containers were placed in a cooler on ice and delivered to Pace Analytical Services, Inc. (Pace), in
Asheville, North Carolina, for laboratory analyses. The pH measurement was obtained in the field by
placing a probe within the flow of the respective outfall. The pH measurement was recorded once
stabilization occurred. Anchor QEA's equipment documentation and instrument calibration data
sheet is included as Attachment 2.
Anchor QEA also performed a stormwater discharge outfall (SDO) qualitative monitoring event
during the stormwater analytical sampling event. The associated SDO qualitative monitoring reports
are included as Attachment 3.
Findings
The laboratory analytical results are summarized in the Semiannual Stormwater Discharge Monitoring
Report (Attachment 4). The samples contained concentrations lower than or within the range of the
specified benchmark values for all constituents analyzed by Pace.
The field measurements of pH were within the acceptable benchmark value range for both SW -A and
SW-B. The field measurement results are listed in the surface water sampling logs (Attachment 1),
and pH results are shown in Attachment 4. The Pace analytical report and chain -of -custody form are
included in Attachment S.
Since the sampling period in fall 2008, TEAM has implemented a toxic organic management plan,
which is monitored by the Town of Andrews (the entity that operates the publicly owned treatment
works). Upon implementation of the toxic organic management plan, TEAM was no longer required
to analyze for total toxic organics during semiannual stormwater monitoring events.
Rainfall depth was obtained from the National Weather Service online database records for the Andrews -Murphy Airport gauge
station.

December 19, 2018
Page 3
Conclusions
The stormwater sample results for outfalls SW -A and SW-B showed concentrations below or within
the range of the benchmark values specified in the general permit for all constituents.
In accordance with the current General Permit analytical sampling requirements, Anchor QEA will
perform the next analytical monitoring of stormwater discharges during another representative rain
event between January 1 and June 30, 2019.
If you would like additional information, please contact me at [phone], or contact
Gregory Boehm at [phone].
Sincerely,
Brian Gant
Compliance and Solid Waste Manager
cc: Gregory Boehm, TEAM Industries Andrews, Inc.
Terry Yonce, TEAM Industries Andrews, Inc.
Duplicate, Central Files
Attachments
Figure 1 Site Location Map
Figure 2 Stormwater Discharge Outfall Locations
Attachment 1 Surface Water Sampling Logs
Attachment 2 Equipment Documentation and Instrument Calibration Data Sheet
Attachment 3 Stormwater Discharge Outfall Qualitative Monitoring Reports
Attachment 4 Semiannual Stormwater Discharge Monitoring Report
Attachment S Laboratory Analytical Report and Chain -of -Custody Form

F;iblssh Axe. 101AM6128, B:iH AM j User. alewewr
Filepalil !.lanagement�Stormwatef•Fil)umWgure 1 - Site Location Mapt.mxel
tzANCHOR
QEA
Figure 1
Site Location Map
Stormwater Sample Analytical Results, November 2018
TEAM Industries Andrews, Inc.

Publish Gale. 2016/06128. 6.01 AM I UsmaLestleuf
!r c -r ' :—'T, 7,, 2 - SDO Locatiommd
11zANCHOR Figure 2
(SEA a Stormwater Discharge Outfall Locations
Stormwater Sample Analytical Results, November 2018
TEAM Industries Andrews, Inc.

J�zANCHOR
QEA4--L.MLwe
Surface Water Sampling Log
Anchor QEA of North Carofina, PLLC
231 Haywood Street
Asheville, North Carolina Moll
Project Name' Date:
Project Number. eywsm 01. Weather. SID
Sampling Personnel: MW
sample Name. >�
Cornments.,
Sample MetM& Grab Syringe Pump Bailer-Disp. Other
mdfic Cond.
P
V.
(NT"
L
119
SW mL Plastic
25D mL fqa!Mc
125 mL Plastic
40 mL Glass
1 L Glass IAC
SGr—"� tA kwL4
Other
ss
M.VdAk ON US
Sampling PersomellSigrwturv, Datiz to I aO J%6
Notes:
Umptes are i�ralyxW Irnmedla" upon collection_
*C, degrees Celsius
41an: MIM-Slemen per cubic centiffseter
mWI.: m1fligrarns per Titer
MV Mlilwoft
NTLP nephelornebric turbidity units
S.U; standard units
metrim Keterence:
Temperature: SM 2 550 11,4010
Specific a)nductW. EPA Method I ZMI, Rev. 1982
DO. SM 45M 0 G-201 I
PH. SM 4500-H* B -2011
Page lofi

AZQEAANCHOR
4--c—A6.1
4�4.AL.do�
Surface Water Sampling Log
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28W1
Project Name: Date: Lg-
Project Number. Weather. 45 b
Sampling Personnel: J
Sample Name: —S' —w— 13
Comments: 246N �eA/e4kA--
-J J
Grab Sample Method Gram Pump, Bailer-Disp. Other
ev
. 71llj
U I
Timas
Te
(MV)
Lit—
T
Car
5amling
urh
IJ
500 mL Plastic
250 mL
J—S
125 mL Plastic
40 ml. Glass
I L Gass
SEC- H-&A 110(r�
Other
ry;s I
Vegetation:
Access. 0C0)U&+--
Sampling Personnel Signature: D.. kq 2,
Notes
Samples are analyzed immediately upon co%eLfiorL
*C. degrees Celsius
pS/cm micro-Slemen per cubic centimeter
mglL: milligrams per liter
mV., millivolt
NTU: nephelomethc turbldtty unks
SM.: standard units
Temperature: SM. 2550 B-2010
Specific conductivity: EPA Method 120.1, Rev. 1982
DO, SM 45W 0 G-2011
PH: SM 4500-H* B-2011
Page 1 of 1

Attachment 2
Equipment Documentation and
Instrument Calibration Data Sheet

.tZANCHOR
Equipment Documentation and instrument Calibration Data Sheet
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
CAURPATIM DOamliiRTAT1DN
Project Name: Person Conducting Catibratiom
Project Number PM lAim -0 ul Date of Calibration: 1
Project Location: ` �sr INK, - - Date of Feld Measurements: �11'��i .
EQUIPMENT PULUMENTATIVN
Equipment or meters used to take measurements (e.g, water level meters, survey equipment):
9��A!> f!t:?j0fe-
Senliil.N_
_ !'g4id :' �.S
-"Ilat@oftlsie ,
150-ft Water Level
26154
Solinlst
150-ft Water Level
22754
5olin'
150-ft Water Level
150
estwell
150-ft Drawdown
- MP10-1527
QED
_�OthDr'
Select Turbldimeter. Hach 2100Q (s/n 151006045207)
HF Scientific MicroTPW (s/n 200601045)
,.arcs:
1. Bace wk equipment calibrated according to to manufacturer's operation manual.
2. Speclrse Conductivity should be calibrated according to values representative of hlUD& range.
3. Order of Calibration Is as follows: specifktonductivity. pH T. pH 4, pH 10. DO, 00. X checks.
4. QC Acceptable Ranges: pH +1- 0.1 S.U. and Specific Conductivity 1 D%of the true value. If QC readings are out of range; the instrument needs to be reclinbrated.
S. • indicates that a QC check must be performed in the rooming, aftemooh, and the end of the day, or every four hours
6. " Indicates to choose a Specific ConductMty buffer of 1413. 447, 84, or 23 mS wNch is closest to historical readings from the project location,
Method Reference: Temperature: SM 2550 8-2010 1 Specific condvctivity: FPA Method 720.7, Rev. 7982 I DO: SM 4500 0 6-2017 1 pH: SM 4500-H+ 9-2071
Page 1 of 1

Attachment 3
Stormwater Discharge Outfall Qualitative
Monitoring Reports

NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out this form, please visit: h a d
Permit No.: Lv/0/�/_/_/_/_/_/_/ or Certificate of Coverage No.:
Facility Name: TEAM Industries Andrews, NC
County: Cherokee Phone No. 828-835-4000
Inspector: Melanie Kemo
Date of Inspection: 11/30/2018
Time of Inspection: 8:00 AM
Total Event Precipitation (inches): 0.96 inches
Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the permit?
(See information below.)
® Yes 0 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:
(Signature of Permittee or Designee)
Pagel of 2
SWU-242, Last modified 10/25/2012

I. Outfall Description:
Outfall No. SW -A Structure (pipe, ditch, etc.) Pipe to ditch
Receiving Stream: Welch Mill Creek
Describe the industrial activities that occur within the outfall drainage area: Material storage, empty
container storage, newly poured concrete driveway
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: light brown, light tint
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.): None
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy:
1Q 2 3 4 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in
the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
© 2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
Q 2 3 4 5
7. Is there any foam in the stormwater discharge? Yes
8. Is there an oil sheen in the stormwater discharge? Yes
9. Is there evidence of erosion or deposition at the outfall? Yes CM
10. Other Obvious Indicators of Stormwater Pollution:
List and describe No indicators were observed. Stormwater was Gear.
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, Last modified 10/25/2012

Al"
NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out this form, please visit: http://portal.ncdenr.org/web/wq/ws/sulnpdessw#tab-4
Permit No.: �I/�/—/_/—/—/—/—/J/ or Certificate of Coverage No.:
Facility Name: TEAM Industries, Andrews, NC
County: Cherokee Phone No. 828-835-4000
Inspector:. Melanie Kemp
Date of Inspection: 11/30/2018
Time of Inspection: 0840
Total Event Precipitation (inches): 0.96 inches
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, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
Page 1 of 2
SWU-242, Last modified 10/25/2012

1. Outfall Description:
Outfall No. SW-s Structure (pipe, ditch, etc.) Pipe to ditch
Receiving Stream: Welch Mill Creek
Describe the industrial activities that occur within the outfall drainage area: Aboveground tank storage
of petroleum products and propane
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: Light brown, light tint
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.): None
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy:
Q 2 3 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:
Q 2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
m 2 3 4 5
7. Is there any foam in the stormwater discharge? Yes ED
8. Is there an oil sheen in the stormwater discharge? Yes ®o
9. Is there evidence of erosion or deposition at the outfall? Yes
10. Other Obvious Indicators of Stormwater Pollution:
List and describe None.
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition
may be indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
5WU-242, Last modified 10/25/2012

Attachment 4
Semiannual Stormwater Discharge
Monitoring Report

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG030000
Date submitted
CERTIFICATE OF COVERAGE NO. NCG03 0026
FACILITY NAME TEAM Industries Andrews, Inc
COUNTY Cherokee
PERSON COLLECTING SAMPLES Melanie Kemp
LABORATORY pace Analytical Lab Cert. # 37712
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2018
SAMPLE PERIOD ❑ Jan -June ® July -Dec
or ❑ Monthly) (month)
DISCHARGING TO CLASS ❑ORW ❑HQW ®Trout ❑PNA
❑Zero -flow []Water Supply ❑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/L4
6.0 — 9.0
0.010 mg/L
0.075 mg/L
I0.126mg/L
15 mg/L
1 mg/L
SW -A
11/30/18
0.96
6.5
7.46
<0.005
<0.005
0.0215
<5.0
NA
SW-B
11/30/18
0.96
6.9
7.53
<0.005
<0.005
0.0951
<5.0
NA
' Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance 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 mere.
3The 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.
4 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."
Name (Print name)
Title (Print title)
(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 m st be reported in the format. "<XX me/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 2, or Tier 3 responses. See General Permit text.
Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 5S gal of new oil per month.
❑ No discharge this period?'
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/l/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 ANY ONE OUTFALL? YES ❑ NO ❑
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mail an original and one copy -of -this DMR including -all "No Discharge" reports, within 30 days of receijut of the lab results or 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 property 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)
Permit Date: 11/1/2012-10/31/2017
(Date)
SWU-245, last revised 10/25/2012
Page 3 of 3

Attachment 5
Laboratory Analytical Report and
Chain -of -Custody Form

IceAnalytical
/ WAWpacWabscom
December 05, 2018
Brian Gant
Altamont Environmental
231 Haywood Street
Asheville, NC 28801
RE: Project: TEAM Industries
Pace Project No.: 92409061
Dear Brian Gant:
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Enclosed are the analytical results for sample(s) received by the laboratory on November 30, 2018.
The results relate only to the samples included in this report. Results reported herein conform to the
most current, applicable TNIINELAC 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,
Lorri Patton
[e-mail]
1(828)254-7176
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 13

aceAnalytical"
www.pacebCs.com
CERTIFICATIONS
Project: TEAM Industries
Pace Project No.: 92409061
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
South Carolina Certification #: 99006001
Louisiana/N E LAP Certification # LAI70028
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
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
VirginiafVELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 13

aceAnalytical
www.pscefabs.com
SAMPLE ANALYTE COUNT
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project:
Pace Project No.:
TEAM Industries
92409061
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92409061001
SW -A
EPA 1664B
JMS
1
PASI-C
EPA 200.7 Rev 4.4 1994
IDS
3
PASI-A
SM 254OD-2011
CEH
1
PASI-A
92409061002
SW-B
EPA 16648
JMS
1
PASI-C
EPA 200.7 Rev 4A 1994
DS
3
PASI-A
SM 2540D-2011
CEH
1
PASI-A
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 3 of 13

leAnalytical
www.pecewCom
ANALYTICAL RESULTS
Project: TEAM Industries
Pace Project No.: 92409061
Pace Analytical Services, LLC
2225 Riverside or.
Asheville. NC 28804
[phone]
Sample: SW -A Lab ID: 92409061001 Collected: 11/30/18 08:22 Received: 11/30/18 11:00 Matrix: Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
1664 SGT-HEM, TPH
Total Petroleum Hydrocarbons
200.7 MET ICP
Copper
Lead
Zinc
2540D Total Suspended Solids
Total Suspended Solids
Date: 12/05/2018 12:34 PM
Analytical Method: EPA 1664E
NO mg1L
5.0 1
12l03118 06:20
Analytical Method: EPA 200.7 Rev 4.4
1994 Preparation Method: EPA 200.7 Rev 4.4 1994
NO ug/L
5.0 1
12/03/18 03:15 12104/18 19:20 7440-50-8
NO ug1L
5.0 1
12/03/18 0315 12/04/18 19:20 7439-92-1
21.5 ug1L
10.0 1
12/03/18 03:15 12/04/18 19:20 7440-66-6
Analytical Method: SM 254OD-2011
6.5 mg/L
2.6 1
11/30/18 23701
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 4of13

aceAnalytical
.
www.pacedabscom
ANALYTICAL RESULTS
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: TEAM Industries
Pace Project No.: 92409061
Sample: SW-B Lab ID: 92409061002 Collected: 11/30/18 08:42 Received: 11/30/18 11:00 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
1664 SGT-HEM, TPH
Analytical Method: EPA 1664B
Total Petroleum Hydrocarbons
ND mglL
5.0
1
12/03/18 06:20
200.7 MET ICP
Analytical Method: EPA 200.7 Rev 4.4
1994 Preparation Method: EPA 200.7 Rev 4.4 1994
Copper
ND ug/L
5.0
1
12/03/18 03:15 12/04/18 19:23 7440-50-8
Lead
ND uglL
5.0
1
12/03/18 03:15 12/04/18 19:23 7439-92-1
Zinc
95.1 uglL
10.0
1
12/03/18 03:15 12/04/18 19:23 7440-66-6
2540D Total Suspended Solids
Analytical Method: SM 2540D-2011
Total Suspended Solids
6.9 mglL
2.5
1
11/30/18 23:13
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/05/2018 12:34 PM without the written consent of Pace Analytical Services, LLC. Page 5 of 13

aceAnalxical e
www.Pacele oorn
QUALITY CONTROL DATA
Project: TEAM Industries
Pace Project No.: 92409061
QC Satoh: 445198 Analysis Method: EPA 1664E
QC Batch Method: EPA 1664E Analysis Description: 1664 SGT-HEM, TPH
Associated Lab Samples: 92409061001, 92409061002
METHOD BLANK: 2441010 Matrix: Water
Associated Lab Samples: 92409061001, 92409061002
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Petroleum Hydrocarbons mglL ND 4.8 12/03/18 06:07
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE: 2441011
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifers
Total Petroleum Hydrocarbons mg1L 19.2 20.6 107 64-132
MATRIX SPIKE SAMPLE:
2441012
92408147001
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
Total Petroleum Hydrocarbons
mglL
ND
19.2
20.9
108
64-132
MATRIX SPIKE SAMPLE:
2441013
92408603001
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
Total Petroleum Hydrocarbons
mglL
ND
19.2
20.0
104
64-132
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/05/2018 12:34 PM without the written consent of Pace Analytical Services, LLC, Page 6 of 13

WlMnalytical
www.pscedabs.00rn
QUALITY CONTROL DATA
Project: TEAM Industries
Pace Project No.: 92409061
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QC Batch: 445178
Analysis Method: EPA 200.7 Rev 4A 1994
QC Batch Method: EPA 200.7 Rev 4.4 1994
Analysis Description: 200.7 MET
Associated Lab Samples: 92409061001, 92409061002
METHOD BLANK: 2440976
Matrix: Water
Associated Lab Samples: 92409061001, 92409061002
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Copper
ug1L
ND 5.0
12/0411818:55
Lead
ug1L
ND 5.0
12/04/1818:55
Zinc
ug[L
ND 10.0
12/04/1818:55
LABORATORY CONTROL SAMPLE:
2440977
Spike
LCS
LCS % Rec
Parameter
Units
Conc.
Result
% Rec Limits Qualifiers
Copper
ug/L
500
512
102 85-115
Lead
ug/L
500
476
95 85-115
Zinc
ug/L
500
472
94 85-115
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2440978
2440979
MS
MSD
92409036002
Spike
Spike MS
MSD MS MSD
% Rec
Parameter
Units Result
Conc.
Conc. Result
Result % Rec % Rec
Limits RPD Qual
Copper
ug/L ND
500
500 486
482 97 96
70-130 1
Lead
ug/L ND
500
500 464
454 93 91
70-130 2
Zinc
ug/L 4.1J
500
500 472
464 94 92
70-130 2
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
2440980
2440981
MS
MSD
92409129005
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
Copper ug/L
0.17
500
500
679
681
101
102
70-130
0
mg/L
Lead ug1L
0.011
500
500
454
455
89
89
70-130
0
mg1L
Zinc ug1L
0.11
500
500
578
571
94
92
70-130
1
mg1L
Results presented on thls page are in the units indicated by the "units" column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/05/2018 12:34 PM without the written consent of Pace Analytical Services, LLC. Page 7 of 13

aceAnalytical
tuww.paoeelabs.rwn
QUALITY CONTROL DATA
Project: TEAM Industries
Pace Project No.: 92409061
QC Batch: 445106 Analysis Method: SM 254OD-2011
OC Batch Method: SM 254OD-2011 Analysis Description: 2540D Total Suspended Solids
Associated Lab Samples: 92409061001, 92409061002
METHOD BLANK: 2440742 Matrix: Water
Associated Lab Samples: 92409061001. 92409061002
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Suspended Solids mg/L ND 2.5 11/30/18 22:57
Pace Analytical Services, LLC
2225 Riverside or.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE: 2440743
Spike LCS LCS % Rec
Parameter Units Cone. Result % Rec Limits Qualifiers
Total Suspended Solids mg/L 250 238 95 90-110
SAMPLE DUPLICATE: 2440745
92408947001
Dup
Parameter
Units
Result
Result RPD Qualifiers
Total Suspended Solids
mg1L
347
223 43 D6
SAMPLE DUPLICATE: 2440746
92408999001
Dup
Parameter
Units
Result
Result RPD Qualifiers
Total Suspended Solids
mg/L
160
175 9 D6
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 fuSl,
Date: 12/05/2018 12i34 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 13

aceAnal)6cal s
wwwpacakftcom
QUALIFIERS
Project: TEAM Industries
Pace Project No.: 92409061
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
POL - Practical Ouantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
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
D6 The precision between the sample and sample duplicate exceeded laboratory control limits.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/05/2018 12:34 PM without the written consent of Pace Analytical Services, LLC. Page 9 of 13

aceAnalytical
WWW.pa�s.mm
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: TEAM Industries
Pace Project No.: 92409061
Lab ID Sample ID QC Batch Method QC Batch
92409061001
SW -A
EPA1664B
445198
92409061002
SW-B
EPA 1664B
445198
92409061001
SW -A
EPA 200.7 Rev 4.4 1994
445178
92409061002
SW-B
EPA 200.7 Rev 4.4 1994
445178
92409061001
SW -A
SM 2540D-2011
445106
92409061002
SW-8
SM 25400-2011
445106
Date: 12/05/2018 12:34 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC,
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Analytical
Analytical Method Batch
EPA 200.7 Rev 4.4 1994 445194
EPA 200.7 Rev 4.4 1994 445194
Page 10 of 13

Document Name:
Document Revised: February 7, 2018
•
/-�fjI7c7IICc71
Sample tondition Upon Recel t(SCUR)
Pagel of 2
Document No.:
F-CAR-CS-033-Rev.06
Issuing Authority:
Pace Carolinas Quality Office
Laboratory receiving samples:
Asheville ® Eden❑ Greenwood ❑ Huntersville❑ Raleigh❑ Mechanicsville❑
ON Client Name: ��y} WO# : 924a906 1
Project �f: V
/�li7Char lx��_l�IvD1�7 �1_ Wib�; !?01
Courier: ❑Fed Ex ❑UPS ❑U5PS (0Client
El Commercial ❑Pace ❑Other: 111111111
92409061
Custody Seal Present? ❑Yes D� No Seals Intact? ❑Yes Pallo 1
Date/initials Person Examining tonttntr. D
Packing Material: []Bubble Wrap Bubble Bags ❑None ❑ Other Biological Tissue Frozen?
Thermometer: ;�. Oyes ❑No I']N/A
1 UaIR Gun 10: ` ? v� Type of [ce: �WeE ❑BEue ❑ff�ne
Cooler Temp ('C): _ , Q Correction Factor: Add/Subtract (°C) Q
Cooler Temp Corrected ('CZ : []samples
should be above freezing to 6'C
❑Samples out of temp criteria, Samples on ice, cooling process
r� has begun
i USDA Regulated Soll S2 N/A, water sample)
Did samples originate in a quarantine zone within the United States.• CA, NY, or SC (check maps)? Did samples originate from a foreign source (internationally,
❑Yes jNo including havvaiiand PuertoRico)?❑Yes MNa
Comments/Discrepanc,L.
Chain of Custody Present?
Yes
❑1`10
❑N/A
11.
Samples Arrived within Hold Time?
Yes
❑No
FINIA
2,
Short Hold Time Analysis (c72 hr,)?
Dyes
No
❑N/A
3.
Rush Turn Around Time Requested?
❑Yes
JnNo
❑NIA
4.
Sufficient Volume?
Myes
QNo
NIA
5.
Correct Conta iners Used?
-Pace Containers Used?
(Yes
JXYes
[]No
ONO
[-]N/A
❑WA
6.
COntalners. Intact?
®Yes
❑No
❑N/A
7.
Dissolved analysis: Samples Field filtered?
Dyes
❑No
QDNIA
&
Sample Labels Match COC?
-Includes Date/Time/ID/Analysis Matrix:
TJoYes
No
❑N/A
9.
Headspace in VOA Vials (>5.SMm)?
[)Yes
❑No
®N/A
10.
Trip Blank Present?
Trip Blank Custody Seals Present?
[]Yes
❑yes
❑No
ONO
JUNIA
18NfA
11.
COMMENTS/SAMPLE DISCREPANCY Field Data Required? ❑Yes/E:fNo
Lot iD of split containers:
CLIENT NOTIFICATION/RESOLUTION
Person Contacted:
Project Manager SCURF Review:
Project Manager SRF Review-
Date/Time:
Date: 301 ( �J
Date:: 1-30
Page 11 of 13

r
Document Name:
Document Revised: February 7, 2018
/ ,4 a
f ace�fj��y`j�
Sample Condition Upon Receipt(SCUR)
Page 1 of 2
Document No.:
Issuing Authority:
F-CAR-CS-033-Aev.06
I Pace Carolinas Quality Office
*Check mark tap half of box if pH and/or dechlorination is
verified and within the acceptance range for preservation
samples,
Exteptlons: VOA, Coll form, TOC, Oil and Grease, DRO/8015 (water) DOC, LLHg
*'Bottom half of box is to list number of bottle
Project# WO# : 924Q9061
PM: UP Due Dale: 12/12/18
CLIENT: 93-ALTAMONT
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pH Adjustment Log for Preserved Samples
Sample ID
Type of Preservative
pH upon receipt
Date preservation adjusted
Time preservation
adjusted
Amount of Preservative
added
Lot #
MOM yynen@ver there is a discrepancy affecting North Carolina compliance samples, a copy of this form will to Sent to the North Carolina UtHNK CertlflCatlOn vince p.e.
Out of hold, Incorrect preservative, out of temp, incorrect containers.
Page 12 of 13

y
CHAIN -OP -CUSTODY 1 Analytical Request Document
a�Arlayt r The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section A Section 9 Section C
Required Client Information: Required Project Infortation: Invoice Infartnatlon: Fa e : 1 Of, 1
Camparry: ANCHOR OEA of NORTH WOLINA Report To; Brian Gant Attention,
Addreea, 231 Hayood Street Copy To: Company Name:
AshOVWO. NC 20801
Add(QSS:
Regulatory A2anEX
E=iJ: ogant anrnorgea cam
Purchase Oran 0:
Paco quote:
Phone: t112Bj2t3T-3350 IFOX
Project Name: TEAM I r ltMrie&
Pace Project Manager tom patton tmCom,
- ' ..State f Location,,
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SAMPLER NAME ANQ SfGNATURE. y'�'f^;?} .'.t 'C',1;lr--: "'+ rfq_ L". '• -
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Name of SAMPLER: R,1 �y �%
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RECEIVED
JUL 0 5 2010 .
DENR-LAND QUALITY
STORMWATER PERMITTING
Semi-annual Stormwater Discharge Monitorine Repart
for North Carolina Division of Water Quality General Permit No. NCGO30000
Date submitted
CERTIFICATE OF COVERAGE NO. NCG03 0 0 2 6
FACILITYNAME TEAM Industries Andrews, Inc.
COUNTY Cherokee
PERSON COLLECTING SAMPLES_Christian Patterson
LABORATORY Pace Analytical Lab Cert. H 37712
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2018
SAMPLE PERIOD ®Jan -June ❑ July -Dec
or ❑ Monthly` fmonthl
DISCHARGING TO CLASS ❑ORW ❑HQW QTrout ❑PNA
❑zero -flow ❑watersupply [—]SA
❑Other
PLEASE REMEMBER TO SIGN ON PAGES 2 AND/OR 3 4
i`l No discharge this perfod?2
pateSamp
4 r
24 hourrainfall
pli,
Non Polar 0&Q/.
W
TotalTaxic
0utfaII No
— i
Collected '>
-
amount
Total SusAended Solids
-
Standardu�lts
[opper
lead _
- Y Zinc -.�
-Total Petrolaurn
- ,
Organics. ,
r
Hydrocarbons
mo/dd/ r -;
;ancticsi
=
r3ene�mdrks= >
it)D ing/L or so rnd
�6.0 - 9 0
o ot1T-Mijt
D.03 mg/t. -
: U U5T mg]t
is tng/L.._':
, 1 mg1�?
SW -A
05/17/18
0.43
36.0
7.18
<0.005
OQ 5
<0.010
<5,0
NA
SW-8
05 17 18
041
32.4
1 7. 1 R
I <0,005
I <0.005
<D 0
<5.0
NA
I
. w.....a7 V R5 br...�....-.�. �...... tea.,.. a. ..,...a....
7 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 maybe eligible for a waiver of the rain gauge requirement.
See General Permit, Table 3 Identifying the especially sensitive receiving water classlRcations where the more protective benchmark applies.
s 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: ll/1/2012.10/31/2017
RECEIVED
JUL 10 2018
CENTRAL RILES
DWR SECTION
SWU-245, last revised 10/25/2012
Page 1 of 3

Attachment 4
Semi-annual Stormwater
Discharge Monitoring Report

Facilities that Incorporate a solvent management plan into the Stormwater Pollution Prevention Plan may so certify, and the requirement tar Tf0 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."
Gregory Boehm
Name (Print name)
Plant,f Manager
Title (P(f title}
27-1 tr
J
(S gnature) (Dale)
Note: Results must be reported in numerical format. Do not report Below Detection limit, BDL, ePQL, Non detect, MD, or other similar non -numerical
Format. When results are below the applicable limits, They must e rgpprxed In the fprmat. "cx% m91V, where XX Is the numerical value of the detection
limit, reporting limit, etc. In mg/L.
Note., If you report a sample virtue In excess of the benchmark, you must Implement Tier 2, Ver 2, or Tier responses See Generaf Permit text.
Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gat of new oil per month.
n No discharge this period?'
Out(all No
oate5ample
Collected'
r
24hourtalnfall
arpvvnt
Inches);-;_,-r
Non-palSiO&GjTPH by
-EPA .1664 (SflT.HEM):
x
Total Suspended Solids
x.
,
_ pH
-
Ben[hurks
mg/L
100 mg/L or SO trig/L!
` 6 t) 9,O SU
Footnotes from Part A also apply to this Part B
See General Permit text, Table S, Identlfying the especially senslttve receiving water classifications where the more protective benchmark applies.
Permit Date: 11/1/2012-10/31/2017 SWU•245, last revised lo/25/2012
Page 2 of 3

Note: ff you report a sample value In excess of the benchmark you must Implement Tler S, Tfer 2, or Tier 3 responses. See General Permit text.
F�2 RT A AND PART B MONITORING -RESULTS:
A eENCHMARK FXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART 11 5f.CTION B.
2 EXCEEDANCES iN A ROW FOR THE SAME PARAMETER AT Tl tE SAME OUT FALL TRIGGER `IER 2 REQUIREMENTS. SEE PERMff PART II SECTION B.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEED£NCES FOR TTiE SAME PARAMETER AT ANYONE OUTPALLT YES ❑ ND [A
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO
REGIONAL OFFICE CONTACT NAME:
MRtlsrnQrlalna! and vne cony of this DMR. Incfudlna all 'Na Discharge" reports, within 30 days ofrecelnt of the 1ah resultsfaf-at end of monitoring "clod
in the Base of Oft plscharae" revortsl to:
Division of Water quality
Attn: DWQ Centfal Files
:617 [fall Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN TH45 GFftTIfICA1tON_EOR ANY INFORMATiON REPORTED!
"I certify, under penalty of law, that this document and all attachments Yrere prepared under my direction or supervision In accordance with a system designed to
assure that qualined personnel properly gather and evaluate the tnformatlon submitted. Rased 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 ara signincant penalties for submitting false Information, fncluding the possibility of tines and Imprisonment for knowing violations."
(Signature of Permitteej
Permit Date:11/1/2012-1a/33/2017
(Date)
SWU-245, last revised 10/25/2012
Page 3 of 3

It .1
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
828.281.3350
Central Files
Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Re: Stormwater Sample Analytical Results, May 2018
TEAM Industries Andrews, Inc.
Andrews, Cherokee County, North Carolina
Certificate of Coverage No. NCG030026
To Whom It May Concern,'
ANCHOR
QEA
June 29, 2018
Anchor QEA of North Carolina, PLLC (Anchor, QEA), is pleased to present the following Stormwater
Sample Analytical Results. -On behalf of TEAM Industries Andrews, Inc. (TEAM), Anchor QEA collected
two Stormwater samples on May 17, 2018, for the referenced facility covered by National Pollutant
Discharge Elimination System Stormwater General Permit No. NCG030000. The concentrations
detected in the samples collected from sampling locations SW -A and SW-B were below or within the
acceptable ranges of the benchmark value concentrations specified in the general permit. This letter
provides background information and describes the methods, findings, and conclusions regarding
the stormwater sample collection and analysis.
Background
The most recent Stormwater General Permit, which was for metal fabrication activities, was issued by
the North Carolina Department of Environmental Quality (formerly the North Carolina Department of
Environment and Natural Resources), with an effective date of November 1, 2012, and it will expire at
midnight on October 31, 2018. This sampling event represents Sample No. 11 for the current permit.
Sample collection and reporting protocol for this sampling event have followed the current permit
requirements.
The Stormwater General Permit indicates that the permittee shall complete analytical sampling on
a semiannual schedule, once during the first half of the year (January 1 to June 30) and once
during the second half of the year (July 1 to December 31), at a minimum, allowing at least 60 days
between sample collection dates. This sampling event fulfills the compliance sampling requirement
for the first half of 2018.
\\ashevillel\ashevifie\Projects\Team Ind\Environmental Management\Stormwaler\5eml-annual Stormwater Reports\Stormwater Sampling Event 2018-05-17\1DEMLR SW
Monitoring Results_Final.dou

June 29, 2018
Page 2
The general location of the facility is indicated in Figure 1. Samples have historically been collected
from the facility's two outfalls. The outfalls and sample locations are labeled SW -A and SW-B, as
identified in Figure 2.
Methods
On May 17, 2018, Anchor QEA mobilized to the TEAM facility to collect stormwater samples during a
measurable storm event of approximately 0.43 inches of rainfall.' There had not been a measurable
storm event in the 72 hours preceding this sampling event.
The stormwater samples were collected from two outfalls labeled SW -A and SW-B (Figure 2).
Samples were collected as indicated in the surface water sampling logs (Attachment 1) from the
approximate center of the discharge streams and were transferred to laboratory -supplied containers.
The containers were placed in a cooler on ice and delivered to Pace Analytical Services, Inc. (Pace), in
Asheville, North Carolina, for laboratory. analyses. The pH measurement was obtained in the field by
placing a probe within the flow of the respective outfall. The pH measurement was recorded once
stabilization occurred. Anchor QEA's Equipment Documentation and Instrument Calibration Data
Sheet is included as Attachment 2.
Anchor QEA also performed a stormwater discharge outfall (SDO) qualitative monitoring event
during the stormwater analytical sampling event. The associated SDO Qualitative Monitoring Reports
are included as Attachment 3.
Findings
The laboratory analytical results are summarized in the Semi-annual Stormwater Discharge
Monitoring Report (Attachment 4). The samples contained concentrations lower than or within the
range of the specified benchmark value concentrations for all parameters analyzed by Pace.
The field measurements of pH were within the acceptable benchmark range for SW -A and SW-B. The
field measurement results are listed in the Surface Water Sampling Logs (Attachment 1), and pH
results are shown in Attachment 4. The Pace analytical report and chain -of -custody form are
included in Attachment S.
Since the sampling period in fall 2008, TEAM has implemented a toxic organic management
plan (TOMP), which is monitored by the Town of Andrews (the entity that operates the publicly
owned wastewater treatment works). Upon implementation of the TOMP, TEAM was no longer
required to analyze for total toxic organics during semiannual stormwater monitoring events_
' Rainfall depth was obtained from the National Weather Service online database records for the Andrews -Murphy Airport gauge
station.

June 29, 2018
Page 3
Conclusions
The stormwater sample results for outfalls SW -A and SW-B showed concentrations below or within
the range of the benchmark value concentrations specified in the general permit for all parameters.
In accordance with the current General Permit analytical sampling requirements, Anchor QEA will
perform the next analytical monitoring of stormwater discharges during another representative rain
event between July 1 and December 31, 2018.
If you would like additional information, please contact the undersigned at 828-281-3350, or contact
Gregory Boehm at 828-835-4000.
Sincerely,
Brian Gant
Compliance and Solid Waste Manager
cc: Gregory Boehm, TEAM Industries Andrews, Inc.
Terry Yonce, TEAM Industries Andrews, Inc.
Duplicate, Central Files
Attachments
Figure 1 Site Location Map
Figure 2 Stormwater Discharge Outfall (SDO) Locations
Attachment 1 Surface Water Sampling Logs
Attachment 2 Equipment Documentation and Instrument Calibration Data Sheet
Attachment 3 Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Attachment 4 Semi-annual Stormwater Discharge Monitoring Report
Attachment 5 Laboratory Analytical Report and Chain -of -Custody Form

Publish DateL 2018VO6/28, 804 AM j User_ alesueur
Filepath� P\Team lncUnvlronmental Management\Starrnwater%figures\Figure 1 - Site Location Mapt,mxd
ANCHOR Figure 1
QFA4 Site Location Map Z
TEAM Industries Andrews, inc.
Toxic Organic Management Plan

A
Pub}ish Date: 2018/06128. 8:07 AM I Usec alesueur
Firepalh: P\Team IndlF vfronmental Management�Stormwater\Figures\Figure 2 - SDO LOcattons.m%d
kZANCHOR Figure 2
(SEA Stormwater Discharge Outfall (SDO) Locations
TEAM Industries Andrews, Inc.
Toxic Organic Management Plan

Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
828.281-3350
Central Files
Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Subject: Stormwater Sample Analytical Results, December 2017
TEAM Industries Andrews, Inc.
Andrews, Cherokee County, North Carolina
Certificate of Coverage Number NCG036026'
To Whom It May Concern,
kzANCHOR
QEA
January 10, 2018
RECEIVE®
JAN 16 2013
DENR=LAND QUALITY
6TOFRMWAMR PERMITTING
RPrF1NtFD
JAN 2 2 2018
DWR SECTIO14
114FORNPON?ROCESSI4NG UANIT
Anchor QEA of North Carolina, PLLC (Anchor QEA), is pleased to present the following Stormwater
Sample Analytical Results. On behalf of TEAM Industries Andrews, Inc. (TEAM), Anchor QEA collected
two stormwater samples on December 5, 2017, for the referenced facility covered by National
Pollutant Discharge Elimination System (NPDES) Stormwater General Permit number NCG03000O.'
The concentrations detected in samples were below or within the acceptable ranges of the
benchmark value concentrations specified in.the general permit for samples collected from sampling
locations SW -A and SW-B. This letter provides background information and describes the methods,
findings, and conclusions regarding the stormwater sample collection and analysis.
Background
The most recent Stormwater General Permit, which was for metal fabrication activities, was issued by
the North Carolina Department of Environmental Quality, formerly called the North Carolina
Department of Environment and Natural Resources, with an effective date of November 1, 2012, and
will expire at midnight on October 31, 2018. This sampling event represents Sample Number 10 for
the current permit. Sample collection and report protocol for this sampling event have followed the
current permit requirements..
The Stormwater General Permit indicates that the permittee shall complete. the analytical sampling
on a semiannual schedule at a minimum once during the first half of the year (January 1 to June 30)
and once during the second half of the year (July 1 to December 31), with at least 60 days separating
sample collection dates. This sampling event represents the compliance sampling for the second.half
of 2017.
\\ashevillel\asheville\PMjects\Team Ind\Environmental Management\Stannwater4Semi-annual Stormwater RepartsXstormwater sampling Event 2017.11.05\DEMLR Sw
Monitoring Results 2018-01-10.doar '

January 19, 2018
Page 2
The general, location of the facility is indicated in Figure 1. Samples have historically been collected
from the facility's two outfalls. The outfalls and samples are labeled SW -A and SW-B; the outfall
locations are identified in Figure 2.
Methods
On December 5, 2017, Anchor QEA mobilized to the TEAM facility to collect stormwater samples
during a measurable storm event of approximately 0.31 inch. (Note: The -rainfall depth was obtained
from the National Weather Service online database records for the Andrews -Murphy Airport gauge
station.) There had not been a measurable storm event in the 72 hours preceding the
December 5, 2017 sampling event.
The stormwater samples were collected from two outfalls labeled SW -A and SW-B (Figure 2),
Samples were collected as indicated in Attachment 1 on the surface water sampling logs from the
approximate center of the discharge streams and transferred to laboratory -supplied containers. The
containers were placed in a cooler on ice and delivered to Pace Analytical. Services, Inc_ (Pace), in
Asheville, North Carolina, for laboratory analyses. The pH measurement was obtained in the field by
placing a probe within the flow of the respective outfall. The pH measurement was recorded once
stabilization occurred. Anchor QEA's Equipment Documentation and Instrument Calibration Data
Sheet is included as Attachment 2.
Anchor QEA also performed a stormwater discharge outfall (SDO) qualitative, monitoring event
during the stormwater analytical sampling event. The associated SDO Qualitative Monitoring Reports
are included as Attachment 3.
Findings
The laboratory analytical results are summarized in the Semi-annual Stormwater Discharge
Monitoring Report (Attachment 4). The samples contained concentrations less than or within the
range of the specified benchmark value concentrations (or all parameters analyzed by Pace, with the
exception of copper and zinc for the sample collected from SDO SW -A, which contained
concentrations of 0.0304 milligrams per liter (mg/L) and 0.102 mg/L, respectively. The benchmark
concentrations for copper and zinc are 0.007 mg/L and 0.067 mg/L, respectively. The copper
exceedance for the sample collected at SW -A represents the first copper exceedance at the TEAM
facility since sampling began. There has only been one other zinc exceedance in samples collected
from SW -A, which occurred during the June 2015 sampling event.
The field measurements of pH were within the acceptable benchmark range for SW -A and SW-B. The
field measurement results are listed on the Surface Water Sampling Logs (Attachment 1), and pH is
shown in Attachment 4. The Pace analytical report and chain -of -custody form are included in
Attachment 5.

January 10, 2018
Page 3
Since the sampling period in fall 2008, TEAM has implemented a toxic organic management
plan (TOMP), which is monitored by the Town of Andrews (the entity that. operates the publicly _
owned treatment works). Upon implementation of the TOMP, TEAM was no longer. required to
analyze for total toxic organics during semiannual stormwater monitoring events.
Conclusions
The stormwater sample results for outfalls SW -A and SW-B were below or within.the range of the
benchmark value concentrations specified in the general permit for all parameters, with the
exception of copper and zinc for the sarnple collected from SDO SW -A.
TEAM has conducted Tier One response activities due to this exceedance of the benchmark values
for copper and zinc, which included the following:
1. Conduct a stormwater inspection of the facility within 2 weeks of receiving the analytical results_
A stormwater inspection was completed on December 19, 2017, This inspection did not
yield any obvious source of copper or zinc contributing to SDO SW -A: However, several
areas that contribute stormwater flow directly to SW -A had recently been paved with
concrete.
2. Determine the potential causes of the exceedance. No obvious source was discovered during
the stormwater inspection, but freshly poured concrete was likely a contributing factor.
3. Within 2 months institute new best management practices (BMPs) to bring the concentration of
the exceeded parameter within the permitted range. Due to the potential cause of this
exceedance being freshly poured concrete, there is not a productive BMP to implement at'
this time.
4. Record each instance of a Tier One response on the form provided in the Stormwater Pollution
Prevention Plan (SWPPP). Include the date and value of the benchmark exceedance, the
inspection date, the personnel conducting the inspection, the selected actions, and the date the
selected actions were implemented. This activity has been completed.
Anchor QEA will perform the next analytical monitoring (in accordance with the current
General Permit analytical sampling requirements) of stormwater discharges during another
representative rain event between January 1, 2018, and June.30, 2018,

January 10, 2018
Rage 4
If you would like additional information, please contact the undersigned at 828-281-3350 or contact
Mr. Gregory Boehm at 828-835-4000.
Sincerely,
Brian Gant
Compliance and Solid Waste Manager
cc: Mr. Gregory Boehm, TEAM Industries Andrews, Inc.
Mr. Terry Yonce, TEAM Industries Andrews, Inc.
Duplicate, Central Files
Attachments
Figure 1 Site Location Map
Figure 2 Stormwater Discharge Outfall (SDO) Locations
Attachment 1 'Surface Water Sampling Logs
Attachment 2 Equipment Documentation and Instrument Calibration Data Sheet
Attachment 3 Stormwater Discharge Outfall Qualitative Monitoring Reports
Attachment 4 Semi-annual Stormwater Discharge Monitoring Report
Attachment 5 Laboratory Analytical Report and Chain -of -Custody Form

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ANCHOR
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Figure 1
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3750 Airport Road, Andrews, North Carolina

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Attachment 1
Surface Water Sampling Logs

AnCt-c— ' ;A, of i`t!th Larrtinz, P LLC `. f � f _ J F�
Gw" F ayvwuad Sllee, �^
kshL',ril,c. ';, t'CciGlinc ;580i �..c..-�
8?S.ZBi.3�50
Surface Water Sampling log
PROJECT NAME: F- uR
PROJECT .NUMBER: C.'#d `41.vj
SAMPLING PERSONNEL- ; lAffl ,wr
DATE:
WEATHER: iTA! fVor
SAMPLE NAME:.
COMMENTS:
SAMPLE METHOD: SYRINGE PUMP BAILER-DISP. OTHER:
TIME
'TEMP
(°C)
SPECIFIC
COND.
(pS/cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1 S.0 .
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
�13olil� f
�D
JK tow
Pf AM
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
250 mL PLASTIC
125 mL PLASTIC
40 mL GLASS
1 L GLASS
OTHER
VEGETATION: ACCESS:
Sampling hrsonneiSignature: Wit;
Date:
Notes:. °C = degrees Celsius
PS/cm = micro-Slemen per cubic centimeter
mg/L = milligrams per titer
S.U. -.standard units
MV = millivoFt
NTU - nephelometric turbidity units
Samples are analyzed immediately upon collection.
A\Projects\Team Ind\Fnvironmental Management\Stormwater\5emi-annual Stormavater Reports\StorrnwaterSampling Event
2016-12-12\Sampling Logs\Surface Water Sampling Log -REV 1 xlsx Page 1 of 1

Anchor W or North Carolina. PLLC A N G I I C) R
2Y Haywood Street--L--
ki, , A
828�$1.3350
Surface Water Sampling Log
PROJECT NAME: r War R
PROJECT.NUMBER: -Q�.��
SAMPLING .PERSONNEi_:
DATE: z f d I?
WEATHER:-kim, Fes
SAMPLE NAME: J
COMMENTS:
..
O N e9Uk77&&V 13
SAMPLE METHOD:
GRAB SYRINGE PUMP BAILER-DISP. OTHER:
TIME
TEMP
(°C)
SPECIFIC
COND.
(PS/cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1 S.U.
OXIDATION
REDUCTION
POTENTIAL
(MV)
TURBIDITY
(NTU)
COMMENTS
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
250 mL PLASTIC
125 mL PLASTIC
40 mL GLASS
1 L GLASS
OTHER
VEGETATION:
ACCESS:
Sampling Pemonnel Signature: ��
r
Date:
Notes: •C - degrees Ge4ai s .
µS/cm = micro-Siemen per cubic centimeter
mg/L - milligrams per liter
S.U. = standard units
my - millivolt
NTU = nephelometric turbidity units
Samples are analyzed Immediately upon collection.
A:\Projects\Team Ind\Environmental Management\Stormwater\Semi-annual Storrnwater Reports\Stormwater Sampling Event
2016-12-12\Sampling Logs\Surface water Sampling Log_REV 1.xlsx page 1 of 1

Attachment 2
Equipment Documentation and
Instrument Calibration Data Sheet

1zANCHOR Anchor QIA of North Carolina, PLLC
>r LEA 231 Haywood Street
Asheville, North Carolina ZW1
Equipment Documentation and Instrument Calibration Data Sheet
A ! CAUMATtom DOCUMEMA1f1OFf
m Project Nae Person Conducting Calibration:
Project Number. Date of Calibration:
Project Location _ �4liC6O K .4 —4 - - Date of Field Measurements:
EQUIPMENT POCUMENTATIt7N
Equipment or meters used to take measurements (eg. water level meters, survey equipment):
Equipment Type 1 Serial Number i
Brand Dame of usa
150-ft Water Level ' 26154 I
Solinis_t
150-ft Water Cabral 22754 1
5o[inist
150-ft Water Level ; ISO
TestwelI.
150-fl Drawdown
MP30-1527 j
QED '� w
Select Turbidlmeter.
Hach 21000 (s/n 15100604SW7)
HF Scientific MiaoTPW (s/n 2WW1045)
Celibral . Inrtrrsmerrt
mewling lrsstrurrrent Reading
Standards
(Hach 21 MW (HF Sck"tlfk AMCmTPW)
Expiration Doha 20 NTU 1 100 KTU Ot N7U 0A2 NVU
lCal: J r Cal: . u ICal:17.9 ICaf:
lime: n� 7 a� iTime: OQ� 7 1Time P fl iTime:
#VeriRcationp((10NM: T I �Vert<Cdi3on
Time: Time:
Y51 $56 Muftipanrmeter Meter (s/n
Instrunmtt Readinas
1 10.0 NTU
1 1000 NTU
Cal:
1
ICat
.Time:
_
iTime:
,Verification:
Verification:
jTrme:
-:Time:
F Cad(6ra9on 6mlrat1on Date
Qxyp IEn I Q Ca•
Dtssalved Crt I0714~1_P.�
TPH
@. a
} 4
mH Time: h
�L g'.�� ' _ — .� VO
--
i
I NA
7 S.U. jlnitial: /�. �.T pHm
-POrY tO Q J S.0 C{/
Cal:
Igo -,'pHm
E
€TIme:
1 If
fQ
f (
PH4S.U. ilnitiai: ] ),p V
report to a) S U. • � P '
Cal:
)
(( pH
1. v 0 1
Time:
1 ii �
-
o /fl t 9
PH10S.U.
mkrtto0.J5.U.
_
ilnitiaL• - }pH - `Cal:
pHmV -
•Tm�
QC* PH 7 S,U. JAM Time: meal Mid Day Time: Chedc I PM Time: Check.
heck i
q
report to 0.11U, ID N , �, 3
Spec.Cond� �initial: Cal:- --4_ (Time:--
-- ooa N�/an» [ oil ado �.. orr f�oN fy.P : U
QC•: AM Time: iMeas: 'Mid Day Time: iChecic PM rime: - Check -! -
God ys/ant ,10 p
Of1P 240 my
Initial: 1: t, `Cal: ry�. iTime:1 V UJ f _—— -- --- -- ---• .._.---- _._-_
Signahrre:
DA, /)/VF//
rJGtM: l
1. Electronic equipment calibrated according to the manufacturers operation manual.
2. Specific Conductivity should be calibrated according to values representative of historic range.
3. Order of Callbration Is as follows: Specific Conductivity, pH 7, pH 4, pH 10, DO, ORP, OC Checks.
4, M Acceptable flanges pH 4/- 0.1 S.U. and Specific Conductivity 10% of the true value. If QC readings are out of range, the instrument needs to be tecalibrated.
S. ' Indicates that a QC check must be performed In the morning, aftemoam and the end of the day, of every four hours.
6... Indicates to choose a Specific Conductivity buffer of 1413, 447, ea. a 23 rrd v hldh is Closest to historical readings from the project location.
Page 1 of 1

Attachment 3
Stormwater Discharge Outfall Qualitative
Monitoring Reports

NCDEW
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance an filling out this form, please visit: http.1/portal.ncdenr.org/web/Ir/nodes-stormwatgrf
Permit No.: ,�/�/_/�/_/_/�/�/,/ or Certificate of Coverage No.:
Facility Name: TEAM Industries Andrews, Inc.
County: Cherokee Phone No, 828-835-4000
Inspector: Brian Gant
Date of Inspection: 1 05 1
Time of Inspection: 1403
Total Event Precipitation (inches): 0.31
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, I certify that this report is accurate and complete to the best of my knowledge:
tore of permittee or Designee)
Page 1 of 2
SWU-242, Last modified 7/31/2013

1. Outfall Description:
Outfall No. SW -A Structure (pipe, ditch, etc.) Ditch
Receiving Stream: Welch Mill Creek
Describe the industrial activities that occur within the outfall drainage area: Material storage, -
empty container storage, newly poured concrete driveway
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: Light brown to gray
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.): None
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy:
1 2 v 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:
O 2 . 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
1 ® 3 4 5 .
7. is there any foam in the stormwater discharge? Yes O
8. Is there an oil sheen in the stormwater discharge? Yes
9. Is there evidence of erosion or deposition at the outfall? Yes
10. Other Obvious Indicators of Stormwater Pollution:
List and describe A large area was cordoned off that had recently been paved with concrete
Runoff from this area was cloudy and was_ discharging directly into the sampling point.
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

PWA
IFCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out this form, please visit. http:l/portal.ncdenr.oru/wQbjlrinpdes-stormwaterf
Permit No.: LV/C/_/_/_/_/�/_/�/ or Certificate of Coverage No.:
Facility Name: TEAM IndustriCS Andrews. Inc.
County: Cherokee Phone No. 828-835-4000
Inspector: Brian Gant
Date of Inspection: 12105117
Time of Inspection: 134Q
Total Event Precipitation (inches): 0.31
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, I certify that this report is accurate and complete to the best of my knowledge:
tore of Permittee or Designee)
Page 1 of 2
SWU-242, Lasr modified 7/31/2013

1. Outfall Description:
Outfall No. SW-l3 Structure (pipe, ditch, etc.) Di_ _ tgh
Receiving Stream: Welch Mill Creek
Describe the industrial activities that occur within the outfall drainage area: Aboveground tank
storage Qf 12etroleuM products
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: NoDC
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.): - None
4. . Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy:
O 2 3 4 5
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:
® 2 3 4 5
6. Suspended Solids: Choose the :number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
0 2 3 4 5
7. is there any foam in the stormwater discharge? Yes O
8. Is there an oil sheen in the stormwater discharge? Yes
9. is there evidence of erosion or deposition at the outfall? Yes O
10, Other Obvious indicators of stormwater Pollution:
List and describe None
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition
may be indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
5WU-242, Last modified 7/31/2013

Attachment 4
Semi-annual Stormwater Discharge
Monitoring Report

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG030000
Date submitted
CERTIFICATE OF COVERAGE NO. NCG03 0 0 2' 6
FACILITYNAME TEAM Industries Andrews, Inc.
COUNTY Cherokee:
PERSON COLLECTING SAMPLES Srian Gant
LABORATORY Pace Analytical Lab Cert. # 37712
Comments on sample collection or analysis:
Part A: Stormwater.Benchmarks and Monitoring Results
SAMPLE cOLLEcnON YEAR 2017
SAMPLE PERIOD ❑ Jan -June ®July -Dec
or ❑ N[onthly'_ (month,
DISCHARGING TO CLASS ❑ORW ❑HQW QTrout ❑PNA
❑Zero -flow ❑Water Supply ❑SA
❑Other
PLEASE REMEMBER TO SIGN ON PAGES 2. AND/OR 3 4
❑ No discharge this period?'
Outfall No.
Date Sample
Collectedi
(mo/dd/yr)
24 hour rainfall
amount,
Inches
Total Suspended Solids
pH,'
Standard units
Copper
Lead
Zinc
Non-PolarO&G/
Total Petroleum
Hydrocarbons
Total
Total Toxic
Organics
Benchmarks = �
-
-
100 mg/L or 50 mg/L
6.0 - 9.0
0.007 mg/L
0.03 mg/L
0.067 mg/L
15 mg/L
1 mg/L
SW -A
12 05 17
0.31
65-0
8.97
0.030E
0.0 6
0.102
<5.0
NA
SW-3
12 05 1.7
3.3
6.71
<0.005
<0.005
0.0132
<5-4
NA
' Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall-
For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here-
3The total precipitations must be recorded using data from an on -site rain gauge. Unattended sites maybe 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.
s 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 46912; and for cathode ray
tube manufacture use the definition found in 40 CFR 469.31).
Permit Date. II/1/2012-10/31/2017 SWU-245, last revised 10/2-5/2012
Page 1 of 3

Facilities that incorporate a solvent management plan into the 5tormwater Polfutlon Prevention Plan may so certify, and the requirement for TTO monitoring
may be waived. The solvent management plan shall include a list ofthe.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, n.y inquiry of the person or persons directly responsible for managing compliance with the permit monitoring requirement for tots} toxic organics
('TTO), I rectify 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
storrnwater 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."
Gregory Boehm
Name (Print name)
Plant Manager
Title (Prin tle)
(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 me/L", where V is the numerical value of the detection
limit, reporting limit, etc. in rng/L.
Note. if you report a sample value in excess of the benchmark, you must implement Ter 1, Trer,2, or Titer 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?'
putfall No.
Date Sample
Collected'
(nm/dd/yr)
24-hour rainfall
amount
Inches
T Non -polar O&G/TPH by
EPA 1664 (SGHEM)
Total Suspended Solids
pH
Benchmarks = ->
_
-
15 mg/L
100 mg jL or 50 mg%L"
6.0 — 9.0 SU
Footnotes from Part A also apply to this Part 6
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

Nafe: tf you report a sample value in excess of the benchmarl4 you roust implement Tier 1, Trer 2, or Tier 3 responses. See General Permit text.
FOR PA&TAAND PART$_MONITOR_ING RESULTS_
• A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART it SECTION B.
2 EXCEEDANCES iN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFAL.L 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 Q NO
IF YES, HAVE YOU CONTACTED THE UWQ REGIONAL OFFICE? YES NO 0
REGIONAL OFFICE CONTACT NAME:
Mail aty on final and one gWy of this DMR indudin all "No Dischar e" re its within 3D da recei of the Lob results or at end of moaitorvn gLnod
in the rase of "No Discha e" reorts to:
Division of Water Quality
Attn:.DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION-EOR_ANY _IIVFORMATION 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 the4are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations.°
(Signature of Permittee)
Permit Date:11/l/2012-10/31/2017
,! Q 4.
(Date)
SWU-245, cast revised 10/25/2012
Page 3 of 3 '

Attachment 5
Laboratory Analytical Report and
Chain -of -Custody Form

aceAnalyiical.
www.psc"SLc=
December 18, 2017
Brian Gant
Altamont Environmental
231 Haywood Street
Asheville,'NC 28801
RE: Project: Team Industries 1215
Pace Project No.: 92365889
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Dear Brian Gant:
Enclosed are the analytical results for sample(s) received bythe laboratory on December 06, 2017.
The results relate only to the samples included. in this report. Results reported herein conform to the
most current, applicable TNIINELAC 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,
C:�Za 9�
Lord Patton
[e-mail]
1(828)254=7176
Project.Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 13

cleA i[tlj4cLtl
wwwp s.com
CERTIFICATIONS
Project: 'ream Industries 1215
Pace Project No_: 92365889
Pace Analytical Services, LLC
2225 Riverside or.
Asheville, NC 28804
[phone]
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
South Carolina Certification #: 99006001
I-ouisiana/NELAP Certification # LA170028
FloridalNELAP Certification #: E"87627
North Carolina Drinking Water Certification #: 37706
Kentucky UST Certification #: 84
North Carolina Field Services Certification #: 5342
VirginiaNELAP Certification #: 460221
North Carolina Wastewater Certification #: 12
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
VErginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Anatytical Services, LLC. Page 2 of 13

' s
aceAnalytical
W&W4WMbb&=n
SAMPLE ANALYTE COUNT
Project: Team industries 1215
Pace Project No.: ' 92365889
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Analytes
Lab ID Sample ID Method
Analysts'
Reported
Laboratory
92365889001 SW -A EPA 1664B
JMS
1
PASI-C
EPA200.7
SH1
3
PASI-A
SM 2540D
MVC
1
PASI-A
92365889002 SW-B EPA 1664B
JMS
1
PASI-C
EPA 200.7
SH1
3
PASI-A
SM 2540D
MVC
1
PASI-A
1
REPORT OF LABORATORY ANALYSIS
This report shalt not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 3 of 13

ceAna&tical
www:peoslahaaom
ANALYTICAL RESULTS
Project: Team Industries 1215
Pace Project No.: 92365889
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: SW -A
Parameters
Lab ID: 92365889001 Collected: 12105/17 14:06
Results Units Report Limit DF
Received; 12/06/17 14:30 Matrix: Water
Prepared Analyzed CAS No. Quaff
1664 SGT-HEM, TPH
Analytical Method: EPA 1664B
Total Petroleum Hydrocarbons
ND mg/L
5.0 1
12/07/17 05:42
200.7 MET 1CP
Analytical Method: EPA200-7 PreparaWon Method: EPA 200.7
Copper
30A ug1L
5.0 1
12106117 22,45
12116/17 01:50
7440-50.8
Lead
6.6 ug/L
5.0 1
12/06/17 22:45
12/16/17 01:50
7439-92A
Zinc
102 ug/L
10.0 1
12/06/17 22:45
12/16/17 01:50
7440-66-6
2540D Total Suspended Solids
Analytical Method: SM 2540D
Total Suspended Solids
65.0 mg1L
8.3 1
12/07/17 22:19
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/18/2017 07:15 AM without the written consent or Pace Analytical Services, LLC. Page 4 of 113

Pace Analytical Services, LLC
•
a� /1,,,�„�, col 2225 Riverside 04
�f�(✓j/[ tK� Asheville, NC 28804
M PicOR+ [phone]
ANALYTICAL RESULTS
Project:' Team Industries 12/5
Pace Project No.: 92365889
Sample: SW-B
Lab lD: 92365889002 Collected: 12/05/17 13:35
Received: 12/06/17 14:30 Matrix: Water
Parameters
Results Units
Report Limit
DF
Prepared
Analyzed
CAS No. Qual
1664 SGT-HEM, TPH
Analytical Method: EPA 1664B
Total Petroleum Hydrocarbons
ND mglL
5.0
1
12107/17 05:42
200.7 MET ICP
Analytical Method: EPA200.7 Preparation Method: EPA200.7
Copper
ND uglL
5.0
1
12/06/17 22:45
12/16/17 01:54
7440-50-8
.Lead
ND ug/L
5.0
1
12/06/17 22:45
12/16f17 0i:54
7439-92-1
Zinc
13.2 ug/L '
10.0
1
12/06/17 22:45
12/16/17 01:54
7440-6"
2540D Total Suspended_ Solids
Analytical Method: SM 2540D
Total Suspended Solids
3.3 mglL
2.5
1
12/07/17 22:19
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 5 of 13

IC, AnaOcal*
www.pttcalebs,cvm -
QUALITY CONTROL DATA
Project: Team Industries 1215
Pace Project No.: 92365889
Pace Analytical Services, LLC
2225 Riverside Dr.
ASneville, NC 288D4
[phone]
QC Batch: 389745
Analysis Method:
EPA 1664B
QC Batch Method: EPA 1664E
Analysis Description:
1664 SGT-HEM, TPH .
Associated Lab Samples: 92365889001, 92365889002
METHOD BLANK: 2162239
Matrix: Water
Associated Lab Samples: 92355889001,-92365889002
Blank Reporting
Parameter
Units
Result Limit
Analyzed Qualifiers
Total Petroleum Hydrorarbons
mg/L
ND 5.0 12/07/17 05:31
LABORATORY CONTROL SAMPLE:
2162240
Spike LCS
LCS % Rec
Parameter
Units
Conc. Result
% Rec Limits Qualifiers
Total Petroleum Hydrocarbons
mg/L
20 19.2
96 64-132
MATRIX SPIKE SAMPLE: 2162241
92365720002 Spike MS MS % Rec
Parameter Units Result Conc. Result % Rec Limits Qualifiers
Total Petroleum Hydrocarbons mg1L ND 20 19A 97 54-132
Results {resented on this page are In the units i"catad by the "units" column 4=Cept where an alternate ualt is presented to the right or the result.
REPORT OF LABORATORY ANALYSIS
This repon shall not be reproduced, except in full,
Date: 12/18/2017 07:15 AM without the written consent of Pace Analytical Services, LLC.
Page 6 of 13

aokialyfical a
Lvtrw.Aaoefabs.amn
QUALITY CONTROL DATA
Project: Team industries 1215
Pace Project No.: 92365889
QC Batch: 389725
QC Batch Method: EPA 200.7
Associated Lab Samples: 92365889001, 92365889002
METHOD BLANK: 2162159
Associated Lab Samples: 92365889001, 92365889002 ,
Parameter
Units
Copper
uglL
Lead
ug1L
Zinc
uglL
Analysis Method: EPA 200.7.
Analysis Description: 200.7 MET
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 5.0 12/16/17 00:37
ND 5.0 . 1211611700:37
ND 10.0 12/16/17 00:37
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE:
2162160
Spike
LCS LCS % Rec
Parameter
Units
Conc.
Result % Rec Limits Qualifiers
Copper
uglL
500
468 94 85-115
Lead
uglL
500
477 95 85-115
Zinc
uglL
500
507 101 85-115
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
2162161
2162162
MS
MSD
92365545001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter Units
Result
Cone.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
Copper uglL
ND
500
500
_ 458
' 470
91
94
70-130
3
Lead uglL
ND
500
500
458
469
92
94
7D-130
2
Zinc uglL
ND
500
500
493
504
99
101
70-130
2
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
2162163
MS
92365699002
Spike
Parameter Units
Result
Conc.
Copper uglL
234
500
Lead uglL
13.0
500
Zinc uglL
274
500
2162164
MSD
Spike
MS
MSD
MS
MSD
% Rec
Conc,
Result
Result .
% Rec
% Rec
Limits . RPD
500
.' 713
707
96
95
70-130 1
500
422
417
82
81
70-130 1
500
803
801
106
105
70-130 0
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.
Date: 12/18/2017 07:15 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Qual
Qual
Page 7 of 13

Iaclar,.Mnalytical*
wwwPooltofmc 9m
QUALITY CONTROL DATA
Project: Team industries 1215
Pace Project No.: 92365889
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QC Batch: 389971
Analysis Method:
SM 2540D
QC Batch Method: SM 2540D
Analysis Description:
2540D Total Suspended Solids .
Associated Lab Samples: 92365889001, 92365889002
METHOD BLANK: 2163706
Matrix: Water
Associated Lab Samples: 92355889001, 92365889002
131ank Reporting
Parameter
Units
Result Limit
Analyzed Qualifiers
Total Suspended Solids
mg/L
NO 2.5 12/07/17 22:14
LABORATORY CONTROL SAMPLE:
2163707
Spike LCS
LCS % Rec
Parameter
Units
Conc. Result
% Rec. Limits Qualifiers
Total Suspended Solids
mg/L
250 244
- 98 90-110
SAMPLE DUPLICATE: 2163708
92365740015
Dup
Parameter
Units
Result
Result RPD Qualifiers
Total Suspended Solids
mg/L
13.6
12.6 8 D6
SAMPLE DUPLICATE: 2163709
92365910001
Dup
Parameter
Units
Result
Result RPD Qualifiers
Total Suspended Solids
mg/L
ND
ND
Results presented on this page are in the units Indicated by the "Units" column except where an alternate unit is presented to the dpt of the resuh. '
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/18/2017 07:15 AM without the written consent of Pace Analytical Services, LLC. - Page 8 of 13

aceAnalytical
�+.wScLm
QUALIFIERS
Project: Team Industries 1215
Pace Project No. 92365889
DEFINITIONS
Pace Analytical Services, LLG
2225 Riverside Dr.
Asheville, NC 28804
[phone]
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method delection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit
S - Surrogate
1,2-Diphenylhydrazine decompcses to and cannot be separated from Azobenzene using Method 8270, The result for each analyte is.
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D)- Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected;
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to'a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC institute.
LABORATORIES
PAST -A Pace Analytical Services - Ashevilie
PAST-C Pace Analytical Services - Charlotte
ANALYTE QUALIFIERS
D6 The precision between the sample and sample duplicate exceeded laboratory control limits.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12l1 812017 07:15 AM without the written consent of Pace Analytical Services, LLC. Page 9 of 13

r
Pace Analytical Services, LLC.
aC8Aw1 f " Riverside Dr-
AsheviNevi lle, NC 288C?4
w�ecala6s.oOm
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Team Industries 1215
Pace Project No.: 92365889
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch Analytical Method
Batch
92365889001
SW -A
EPA1664B
389745
92365889002
SW-B
EPA 1664B
389745
92365889001
SW -A
EPA 200.7
389725 EPA 200.7
389768
92365889002
SW-B.
EPA 200-7
389725 EPA 200.7
389768
92365889001
SW -A
SM 2540D
389971
92365889002
SW-B
SM 2540D
389971
Date: 12/18/2017 07:15 AM
r
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 10 of 13

Document Name:
Document Revised: July 25, 2017
I-eAna0aDocument
Sam to Condition Upon Recel tISCURI
Page 1 of 2
No.:
issuing Authority:
F-CAR-CS-033-Rev.03
Pace Quality Office .
Laboratory receiving samples:
Asheville Eden[ Greentnrood ❑ Huntersville❑ Raleigh❑ Mechanicsville❑
Client Name: WV# : 92365889
rr r Project #:
Courier: Fed Ex OUPS ❑LISPS lient 111111111 1s IN1111111
❑ Commercial ❑Pace ❑Other: Lill 1
92365689
Custody Seal Present? ❑Yes edN, . Seals Intact? ❑Yes E No t
Date/initials Person Examining Contents: �t�C 17
Packing Material: 'Eraubblei Wrap Bubble Bags .[]None ❑ Other Biological Tissue Frozen?
Thermometer.. [-VVet []Yes [:]No ❑N/A
�IAGun ID; �()�� Type of Ice.
j f❑Blue [:]None
Correction Factor: Cooler Temp Corrected (*C): _ _ Temp should be above freezing to VC
[]Samples out of temp criteria. Samples on Ice, coaling process
USDA Regulated Soil has begun
gu (�/A, Ovate(sample)
Did samples originate in a quarantine zone within the United States: CA, NY, or SC (check Maps)? Did samples originate from a foreign source (internationally,
I-IYes nNo Inrtudine Hawaii and prrerta Ricni? IlYes F1No
Comments/Discrepancy:
Chain of Custody Present?
Yes
No
NIA
1,
Samples Arrived within Hold Time?
Yes
❑No
N/A
I.
Short Hold Time Analysis 472 hr.)?
Yes
o
❑N/A
3.
Rush Turn Around Time Requested?
[]Yes
E14o
EINIA
4.
Sufficient Volume?
Yes
ON*
- ©N/A
S.
Correct Containers Used?
-Pace Containers Used?
�es
es
❑No
(:]No
[:]N/A'
N/A
6.
Containers Intact?
Lafes
[]No
N/A
7.
Dissolved analysis: Samples Field Filtered?,
QYes
QN.
NIA
8.
Sample Labels Match COC?
-Includes Date/rfineAD/Analysis Matrix:
[Yes
❑No
❑N/A
9.
Headspace in VOA Vials >5-6mm ?
MYes
ELNo
N
10.
Trip Blank Present?
Trip Blank Custody Seals Present?
❑Yes
Yes
❑No
NO
N/A
/A
11.
CLIENT NOTIFICATION/RESOLtrTIaN
Person Contacted:
Comments/Sample Discrepancy:
Date/Tme:
Field Data Required? (]Yes WNo
Project Manager SCURF Review: f r Date: 1 41
- .t t
Project Manager SRF Review:
Date:
Note: - Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the North Carolina DEKNR Certification Office (i.e.
Out of hold, Incorrect preservative, out of temp, incorrect containers)
Page 11 of 13

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WIIU-2S0 ml. plastic Unpreserved (N/A)
BPZU-500 mL Plastic Unpreserved (N/A)
SP1U-1 liter Plastic Unpreserved (NIA)
BP45-125 mL Plastic H2SO4 {pH < 2) (C{-)
BP3N-250 mL plastic HNO3 (PH, 2)
Zlzz
BP3Z-2S0 mL Plastic ZN Acetate & NaOH (>9)
BP3C-250 mL Plastic Naom (pH > 12) (Cl-)
WGi<U-wide-mouthed Giass jar Unpreserved
AG1U-1 liter Amber Unpreserved (N/A) (0-)
zzzzzz—zzzzlz-l>,--,I
AG1H-1 [her Amber MCI (pH c 2)
A631.1-250 mL Amber Unpreserved (N/A) (Cl-)
AG15-1liter Amber H2SO4 (pH < 2)
A63S-250 mL Amber H2SO4 (pH < 2) .
AG3A(DG3A)-250 mL Amber NH4C1(N/A)(CI-)
D69H-40 mL VOA MCI (NIA)
V69T-40 mL VOA Na2S203 (N/A)
-091u-sp mL VOA Unp (WA)
DG9P-40 m1 VOA H3PO4 (N/A) '
VOAK (b vials per kit)-5035 kit (N/A)
V/GK 13 vials per kit: -VPH/Gas kit (NIA)
SPST-125 mL Sterile Plastic (N/A- lab)
SPZT-250 ml. Sterile Plastic (N/A- lab)
SP3A-250 mL Ptastic (NH2)2504 (9.3-9.7)
Cubitainer
VSGU-20 mt 5cintillatlon vials (N/A)
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J� CHAIN -OF -CUSTODY I Analytical Request Document
_ PaceMal�ixal The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section A - Section B $ectlon C'
Required Client pfionnatlon: Required Project information: In'volce Infomlatlon: - Pa e : 1 Of 1
Company: ANCHOR OEA of NORTH CAROLINA Raper! TD: Brian Gan Atterylion:
ACDreaf: 231 Haywood Street Copy To: Company Name: '
Asheville, NC 28804 -
Less:
�'•.' « ":;y° �i .._ uletu-- -- - ":•-, ,."-' ^:
Email: bgant arvdw a.CDm
Purchase Order 4:
Pace Quote:
Phone: NONE tFax
Project Name: TEAM iNOUSTRIES
Paco Projod Manager. lorri.pattonapecelabs,mm
Requested Dire Date:
Projed 0:
Paco Profit& a:
RAnal
Fillnrred
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AnchofQEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
828.281.3350
Central Files
Division of Energy, Mineral, and Land Resources
North Carolina Department of -Environmental Quality
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Subject: Stormwater Sample Analytical Results, June 2017
TEAM Industries Andrews, Inc.
Andrews, Cherokee County, North Carolina
Certificate of Coverage Number NCG030026
To Whom It May Concern,
ANCHOR
QEA`'
July 18, 2017
RECEIVED
AUG 0 2 20P
CENTRAL FILES
DWR SECTION
RECEIVED
JUL 312017
DENR-LAND QUALITY
STORMWATER PERMITTING
Anchor QEA of North Carolina, PLLC (Anchor QEA), is pleased to present the following Stormwater
Sample Analytical Results. On behalf of TEAM Industries Andrews, Inc. (TEAM), Anchor QEA collected
two Stormwater samples on June 22, 2017 for the refere.nced facility covered by National Pollutant
Discharge Elinftnatiort6System (NPDES) Stormwater General Permit number NCG030000. The
concentrations detected in samples were below or within the acceptable ranges of the benchmark
value concentrations specified in the general permit for samples collected from sampling locations
SW -A and SW-B. This letter provides background information and describes the methods, findings,
and conclusions regarding the stormwater sample collection and analysis.
BACKGROUND
The most recent Stormwater General Permit, which was for metal fabrication activities, was issued by.
the North Carolina Department of Environmental Quality (DEQ), formerly called the North Carolina
Department of Environment and Natural Resources (DENR), with an effective date of November 1,
2012, and will expire at midnight on October 31, 2017. This sampling event represents Sample
Number 9 for the current permit. Sample collection and report protocol for this sampling event have
followed the current permit requirements.
The Stormwater General Permit indicates that the permittee shall complete the analytical sampling
on a semiannual schedule at a minimum once during the first half of the year (January 1 to June 30)
and once during the second half of the year (July 1 to December 31), with at least 60 days separating
sample collection dates. This sampling event represents the compliance sampling for the first half of
2017.
\\ashevillel�ashe,Alle\PiojedslTmm IncNEnvironmentai Management\Stortnwatei\Serri-amual5tormxaMr fdepaK\StQm+vaterSam plirg Everrt 2017-06-22t1tr-DENIR 2017-
06-22 SW Monitoring Resdts.docx

4
July 18, 2017
Page 2
The general location of the facility is indicated on Figure 1 (attached). Samples have historically been
collected from the facility's two outfalls. The outfalls and samples are labeled SW -A and SW-B; the
outfall locations are identified on Figure 2 (attached).
I LVAl:19:10193.1
On June 22, 2017, Anchor QEA mobilized to the TEAM facility to collect stormwater samples during a
measurable storm event of approximately 0.1 S inches. (Note: The rainfall depth was obtained from
the National Oceanic and Atmospheric Administration [NOAA] online database records forthe
Andrews -Murphy Airport gauge station.) There had not been a measurable storm event in the
72 hours preceding the June 22, 2017 sampling event.
The stormwater samples were collected from two outfalls labeled SW -A and SW-B (see Figure 2).
Samples were collected as indicated in Attachment 1 on the surface -water sampling logs from the
approximate center of the discharge streams and transferred to laboratory -supplied containers. The
containers were placed in.a cooler on ice and delivered to Pace Analytical Services, Inc. (Pace) in
Asheville, North Carolina for laboratory analyses. The pH measurement was obtained in the field by
placing a probe within the flow of the respective outfall and was recorded following stabilization.
Anchor QEA's Equipment Documentation & Instrument Calibration Data Sheet is included as
Attachment 2.
Anchor QEA also performed a stormwater discharge outfall (SDO) qualitative monitoring event
during the stormwater analytical sampling event. The associated SDO Qualitative Monitoring Reports
(SDO Reports) are included as Attachment 3.
FINDINGS
The laboratory analytical results are summarized in the Semi-annual Stormwater Discharge
Monitoring Report (Attachment 4). The samples contained concentrations less than or within the
range of the specified benchmark value concentrations for all parameters analyzed by Pace.
The field measurements of pH were within the acceptable benchmark range for SW -A and SW-B. The
field measurement results are listed on the Surface Water Sampling Logs (Attachment 1), and pH is
shown in Attachment 4. The Pace analytical report and chain -of -custody form are included in
Attachment 5.
Since the sampling period in fall 2008, TEAM has implemented a toxic organic management
plan (TOMP), which is monitored by the Town of Andrews (the entity that operates the publicly
owned treatment works). Upon implementation of the TOMP, TEAM was no longer required to
analyze for total toxic organics during semiannual stormwater monitoring events.

July 18, 2017
Page 3
CONCLUSIONS
The stormwater sample results for outfalls SW -A and SW-B were below or within the range of the
benchmark value concentrations specified in the general permit for all parameters,
If -you would like additional information, please contact the undersigned at828.281.3350 or contact
Mr. Gregory Boehm at 828.835.4000.
Sincerely,
�� e4ki_
Brian Gant
Compliance and Solid Waste Manager
cc: Mr. Gregory Boehm, TEAM Industries Andrews, Inc.
Mr. TerryYonce, TEAM Industries Andrews, Inc.
Duplicate, Central Files
Attachments
Figure 1 Site Location Map
Figure 2 Stormwater Discharge Outfall (SDO) Locations
Attachment 1 Surface Water Sampling Logs
Attachment 2 Equipment Documentation & Instrument Calibration Data Sheet
Attachment 3 Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Attachment 4 Semi-annual Stormwater Discharge Monitoring Report
Attachment 5 Laboratory Analytical Reportand Chain -of -Custody Form

Figures

Publlsh Dale: 2011107123, 12 & FM I U�r kdedn
Filepalh: D:XTeam Inamdmnmental Management\Stomn ater�Figures%Fgure 1 - Sole Location Map-nixd
ANCHOR Figure 1
QEA Site Location Map
TEAM Industries
3750 Airport (toad, Andrews, North Carolina

(_.. Site Parcel Boundary
NOTES:
1. Surface water sample locations are
approximate.
2. Unnamed Creek and Drainage Ditch
locations are approximate.
Streams
SOURCE(S):
Parcels,
s ea s, and r 2Q13
s:
Parcels, streams, and roads:
Cherokee County GIS 0
Unnamed creek and drainage a 150 300
ditches are drawn in based on
Anchor QEA field observations.
-- Roads feet
Publish Date. 201 7107107, 1291 PM ! uset. a!esueur
F&ptmih. MTeam lriME v fvnmeMal Management%StormwalerViguresVigure 2 - SRO Locations nimd
kzANCHOR Figure 2
QEA4'---=--L-� Stormwater Discharge Outfail (SDO) Locations
TEAM Industries
3750 Airport Road, Andrews, North Carolina

.tn,: ,c, GEF cr -.p*tn tiarc na Fi_- /INCI IOR
�5r.cd{: `iGZ�l.lcr:ki 3sB�rJ" 0LA�+-� �
Surface Water Sampling Log
PROJECT NAME 1 ,�,� ,� ti. w�✓
PROJECT NUMBER: C to jo4' 9 —o-L- o (
SAMPLING PERSONNEL:�
DATE:
WEATHER: Yc1� E �.
SAMPLE NAME: Kg11)
COMMENTS:
- k
SAMPLE METHOD:
GRAB SYRINGE PUMP BAILER-DISP. OTHER:
TIME
TEMP
(-C)
SPECIFIC
COND.
(PS/cm)
DISSOLVED
OXYGEN
(mg/L)
PH
(S.U.)
report to
0.1 S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
12.3o
z3,9
(e3
J,o3
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
250 mL PLASTIC
125 mL PLASTIC
40 mL GLASS
1 L GLASS
OTHER
VEGETATION:.
ACCESS:
Sampling Personnel Signature: w
Date: r Z Z'!
Notes: °C - degrees Celsius
pS/cm = micro-Siemen per cubic centimeter
mg/L = milligrams per Ifter
S.U. = standard units
mV = millivolt
NM - nephelometric turbidity units
Samples are analyzed immediately upon collection.
A:\Projects\Team Ind\Environmental Management\Stormwater\Semi-annual Stormwater Reports\Stormwater Sampling Event
2016-12-12\Sampling Logs\Surface Water Sampling Log"REV I-xlsx Page 1 of 1

A-: wEA 4''4*rLh A.rC.I FL:.
89:9 i':3
Surface Water Sampling Log
ANC[ ]OR
I,kz SEA
PROJECT NAME: ,r ,A kA. &-itrM
PROJECT NUMBER: Qoldrl —0 Z,01
SAMPLING PERSONNEL:,
DATE: . Z
WEATHER: /i
SAMPLE NAME: 5 vJ
COMMENTS:
„
SAMPLE METHOD:
GRAB SYRINGE PUMP BAILER-DISP. OTHER:
TIME
TEMP
(°C)
SPECIFIC
COND.
(uS/Crn)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1 S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
E 13
2l-(0
(y'Z (�
�-. t5.
(0Z
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
250 mL PLASTIC
125 mL PLASTIC
40 mL GLASS
1 L GLASS .
OTHER
VEG ETATION:
ACCESS:
i
Sampling Personnel Signature:
`
Date: �Z%1
Totes: °C = degrees Celsius
uS/cm = micro-Siemen per cubic centimeter
mg%L = milligrams per liter
S.U. = standard units
my = millivolt
NTU - nephelometric turbidity units
Samples are analyzed immediately upon collection.
k\Projects\Team Ind\Environmental Management\Stormwater\Semi annual Stormwater Reports\Stormwater Sampling Event
2016-12-12\Sampling Logs\Surface Water Sampling Log_REl11.xlsx Page 1 of J.

Attachment 2
Equipment Documentation & Instrument.
Calibration Data Sheet

ANCHOR
Equipment Documentation and Instrument Calibration Data Sheet
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
CALIBRATION DOCUMENTATION
Project Name: r' �LS AAtr Person Conducting Calibration:�n�—
Project Number. C(p ��}®� aZ. o L pate of Calibration: {@ JZI fll _
Project Location: And✓2k1�3, Nor (gyp rah+�A _ Date of Field Measurements:
EQUIPMENT DOCUMENTATION
Equipment or meters used to take measurements (e.g, water level meters, survey equipment):
Equipment Type I Serial Number
I Brand I Date of Use
150-ft Water Level 26154
Solinlst
_ 5olinist
Testweil
jj _ QED
I
_
- -
1S0-ft Water Level 22754
_
150-ft Water Level 150
150-ft Dtawdown MP30.1527
Other
Select Turbidimeter. ✓ Hach 210M Win 151006D45207)
HF Scientific MirroTPW (s/n 2DO6010451
Calibration
Instrument Reading
Instrument Reading
(Hash 21DOW
1
(HF Scientific MicroTPM
Standards
ration Date
20 NTU 100 NTU I SW NTU 0.02 NTU 1 10.0 NTU J 1600 NTU
Cal: [ *s ICal: Cal: ICal:
ICal: lCal:
Time: Q6 Ti I' OW Time:a •Time:
Time: line:
Verification (10 NTU): 6ov Verification:
6
Ver�cat9on: Verification:
Time' Time.
� 1
Time: Time:
i
YSI 556 Multipararneter Meter (s,/n
12LI01057)
Instmm*M Readings
Callbration Expiration Hate
Dissohred Oxygen ilnitiat Cat
fmmHg:
jTI e
NA
pH 7 S.U. �itial:
T pHmV: Cal: pHmv:
Time:
report ro0.1SU,
1%.°Ji -I1.� ___ 01�_. ' I(•la
=2o
pH 4 S.U.
report to 0.7 .SU.
Initiak pHmv: Cal: pHmv:
�e 1. 3 qp �(at. 4
- _
�pHmV:
Time
eg• Z�✓
PH 10 S.U.
Initial: Cal: JpHmV:
_
Time:
report to a I S.U.
ice, oo -Info• 9 )ti va. I rt`3�-S :Z�
QC" pH 7 S.U.
report to a 7 S.U. `
AM Time:Meas Mid Day Time :Check
�: 4d✓
_ _
PM Time: _Check
Spec. Cond. Initial:, Cal: 7T,me. T
Ia/cmR.
1051 I (o
QC":
AM.Time: Meas. IMid Day Time: Check
1
PM Time: Check
5.57-
ps/cm
ORP zao mV
Initial
ZSS.a
al:
L ,6 v
Signature:
Date; Z L
Notes:
1. Electronic equipment calibrated according to the manufacturers operation manual.
2. Specific Conductivity should be calibrated according to values representative of historic range.
3. Order of Calibration is us fallows : Specific Conductivity,. pH 7, pH 4, pH 10. DO, ORP, QC checks.
4- QC Acceptable Ranges: pH +/- 0.1 S,U. and Specific Conductivity 10%of the true value. If QC readings are out of range, the instrument reeds to be recalibrated.
5_ ` Indicates that a OC check must be performed in the morning, afternoon, and the end of the day, or every four howl.
6. ** Indicates to choose a Specific Conductivity buffer of 1413, 447, 84, or 23 m5 which is closest to historical readings from the project location.
Page 1 of 1

Attachment 3
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Reports

R
��
NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out this form, please visit:httiliji)oilal.ncdenr.orglwebilrinpde§-stormwaterI
Permit No.: Iyf�/�/—/ `'/ a / /� / f or Certificate of Coverage No.:
Facility Name: �' .�.._ 1 uSVxS -
County: C1�e Phone No.
Inspector:
Date of Inspection: 6 / 1 i J -
Time of Inspection: 12.3 =
Total Event Precipitation (inches): 15
Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the permit?
(See information below.)
Ed' 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 upto 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:
(Signature of Permittee or Designee)
Page 1 of 2
SWU-242, Last modified 7/31/2013

1.. Outfall Description:
Outfall No. SW -A Structure (pipe, ditch, etc.) T Dk +Z�
Receiving Stream:
WJAO,'-k.t� C
Describe the industrial activities that occur within the outfall drainage area: fo
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: L t"41 _
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.): N ,ga a -u—+cL4-erg _
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 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 1 is no solids and 5 is the surface covered with floating solids:
1 2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
2 3 4 5
7. Is there any foam in the stormwater discharge? Yes io
a. is there an oil sheen in the stormwater discharge? Yes o 1
9. Is there evidence of erosion or deposition at the outfall? Yes LN-0--1
10. Other Obvious Indicators of Stormwater pollution:
List and describe [J fl"x 0ioWv-"
Note: Lore clarity, high solids, and/or the presence offoam oil sheen, or erosion/deposition
may be indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
SWD-242, Last modified 7/31/2013

9��
NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out this forrm please visit: h 1-n nr. a Ir n rm
Permit No.: �/�/�/ /�_/^/ a/ �/ or Certificate of Coverage No.: N/IW/ a/X al v/ V_9
Facility Name: T e�..�.
County: ( kVoJ . _ Phone No.
Inspector:
Date of Inspection:
Time of Inspection:
zz
n: 53 '
Total Event Precipitation (inches): a - l5 "
Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the permit?
(See information below.)
0 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
0A 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:
(Signature of Permittee or Designee) ^
Pagel of 2
SWU-242, Last modified 7/31/2013

I. Outfall Description: �
Outfall No. W 13 Structure (pipe, ditch, etc.) 1
Receiving Stream:
w2kcu, PAM CV2z)�-
Describe the industrial activities that occur within the outfall drainage area: rvoC &/
\ .1& -4. 20 u, p-m-c� sW4 a . om►,e- wzr a A eW; ,N_ -" S
2. Color, Describe the color of the discharge using basic colors (i ed, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: C�eAr _:tAAN_ or- _-h&t
3. Odor. Describe any distinct odors that -the discharge may have (Le., smells strongly of oil,
weak chlorine odor, etc.): •. t`5,
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy: @
2 3 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:
V 12 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:
IT2 3 4 5
7. Is there any foam in the stormwater discharge? Yes t/
8. Is there an oil sheen in the stormwater discharge? Yes Na
9. Is there evidence of erosion or deposition at the outfall? Yes No
1.0. Other Obvious Indicators of stormwater pollution:
List and describe 'JQAJL oLile %led .
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
SM-242, Last modified 7/31/2013

Attachment 4
Semi-annual Stormwater Discharge
Monitoring Report

Seml-annual 5tormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG030000
Date submitted
CERTIFICATE OF COVERAGE NO. NCG03 D 0 2
FACILITYNAME TEAM Industries Andrews Inc.
COUNTY Cherokee
PERSON COLLECTING SAMPLES Katie Dean
LABORATORYPace Analytical LabCert.tl 3771.2
Comments an sample collectlon or analysis, -
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2017
SAMPLE PERIOD © Jan -June ❑ July -Dec
or ❑ Monthly' /month)
DISCHARGINGTO CLASS ❑ORW ❑HQW X❑Trout ❑PNA
❑zero -flow []Water Supply ❑SA
❑Other
1
PLEASE REMEMBERTO SIGN ON PAGES 2 AND/OR3
n No discharge this period??
Outtafi No
;:,....,...:
Date Sample
t
'Collette
(mo dd yr
24 hour rainfall
amount,
-Inches s
Tote! Suspended Soflds
...•
PH,
Standardunits
Copper
Lead
Zinc
Non -polar 0&G/
Total Petroleum
Hydrocarbons
Total Toxic
Organics s
Benchmarks ... >
too mg/Lorsomg/L
6.0-9.0
0.007ragft
o.03mg/L
0.067mg/L
15mg/L
1mg/L
SW -A
06 22 17
0,15
6.7
7.03
<0.005
<0.005
0.0171
<5.0
NA
SW-$
22 17
8.2
<0.005
<0.005
<5.0
NA
` Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall,
3 For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3 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,
S 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 433.31. for semiconductor
manufacture use the definition as found in 40 CFR 469.12, for electronic Mstal manufacture use the definition as found in 40 CFR 469.22; and for cathode ray
tuba: manufacture use the definition found in 40 CFR 469.31).
Permit Date,11/1/2012-10/31/2017 SWU-245, last revised 10125/2012
Page 1 of 3

Facilities that Incorporate a solvent management plan Into the Stormwater Pollution Prevention Plan may so certify, and the requirement for TT6 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 comptlance with the permit monitoring requirement for total toxic organics
MO), l certify that to the best of my knowledge and belief, no dumptng of concentrated toxic organia Into the stormwater or areas whith are exposed to rainfall at
stormwater runoff has occyrred sirke fling the last discharge monitoring report. 1 further certify that this faculty Is Implementing the all the provtslorts of the
solvent management plan Included In the Stormwater Pollution Prevention Ptan."
[Gregory Boehm
Name (Print name}
Plant Manager
Title (Print t(tle)
ALI
(SISAature) (Date) r
Note: Results must be reported In numerical format. Do not URRut Below Detection Umit, lint, <PQL, Non -detect, ND, or other similar non -numerical
format. When results are below the applicable limits, they must b0 reported In the format, "<XX mdr, where XX Is the numerical value of the detection
limit, reporting (Emit, etc. in mg/L.
Note. ifyou report a sample value In excess of the benchmark, you must implement Tler 1, Tier 2, or Tier 3 responses. Sec General Permlt text.
Part 8: Vehlclo Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month.
n No discharge this period?
Oatfap t+a.. - -° '
iratesample
: Couected,
tmojdd/yr)
24-hourralnfall
amaunt,
inches'
Non -polar O&Gtrpa by
EPA 1664(SGT-HEM)
TatatSuspendedSaNds
pH
Benchmarks
_
15mg/t
100mg/LorSOtng/L*
6.0-910SU
Footnotes from Part A also apply to this Part B
* See General Permit text, Table 5, Identifying the especially sensitive recelving water classlBrations where the more protective benchmark applies.
Permit Date: li/l/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 71er 1, 77er 2, or Tier 3 responses. See General Permit text.
FOR PART A AND PART 8 MQQNtfORING RESULTS:
A 6ENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART R SECTION 8.
2 EXCEEDANCES 1N A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART II SECTION 13,
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:
Nall no tfgjaul and one copy of this OMR. lnctudlna all "No Discharge" renarts. within 30 days ofrecelot of the lab results for at end ofmonl(gri� a� edod
hint oveof "NoOlscharae"renartsJ to:
Rivlslon of Water Quality
Attw DWQCentral Files
1617 Malt Service Center
Raleigh, North Carolina 27699.1617
YOU MUST SIGN THIS CE011f IQ ION 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 property 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 t re are significant penalties for submitting false Information, Including the possibility of flees and Imprlsonment for knewing violations."
(Signotu'ro of Permltlee) (Dale)
Permit Date: l l/1/2a12-10/31/2a17 SWU-245, last revised 10/25/2012
Page 3 of 3

Attachment 5
Laboratory Analytical Report and
Chain -of -Custody Form

acmnalytical"
www.pacelabs.c=
July 05, 2017
Brian Gant
Altamont Environmental
231 Haywood Street
Asheville, NC 28801
RE: Project: Team Ind. Stormwater
Pace Project No.: 92345423
Dear Brian Gant:
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Enclosed are the analytical results for sample(s) received by the laboratory on June 22, 2017. The
results relate only to the samples included in this report. Results reported herein conform to the most
current, applicable TNIINELAC 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,
Lorri Patton
[e-mail]
1(828)254-7176
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical services, LLC.
Page 1 of 13

aeeAnalytical
w� pecelebsaom
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
CERTIFICATIONS
Project: Team Ind. Stormwater
Pace Project No.: 92345423
Charlotte Certification IDS
9800 Kin cey Ave. Ste 100, Huntersvil le, NC 28078
South Carolina Certification #: 99006004
North Carolina Drinking Water Certification #: 37706
Florida/NELAP Certification #; E87627
North Carolina Field Services Certification #: 5342
Kentucky UST Certification #: 84
North Carolina Wastewater Certification #: 12
Virginia/VELAP Certification #: 460221
Asheville Certification 10s
2225 Riverside Drive, Asheville, NC 28804 North Carolina Wastewater Certification #: 40
FtoridalNELAP 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, LLC. Page 2 of 13

acaAnalytical o
wwwpacef &c"
SAMPLE ANALYTE COUNT
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project.
Team Ind. Stormwater
Pace Project No.:
92345423
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92345423001
SW -A
EPA 1664B
JMS
1
PASI-C
EPA200.7
SH1
3
PASI-A
SM 2540D
SLEI
t
PASI-A
92345423002
SW-B
EPA 1664B
JMS
1
PASI-C
EPA 200.7
SH 1
3
PASI-A
SM 2640D
SLB
1
PASI-A
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the writtan consent of Pace Analytical Services, LLC.
Page 3 of 13

aXAnalytical
wwwpacelahs.mm .
ANALYTICAL RESULTS
Project: Team Intl, Stormwater
Pace Project No.: 92345423
Pace Analytical Services, LLG
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: SW -A
Lab ID: 92345423001 Collected: 06/22/17 12:30
Received: 06/22/17 16,14 Matrix: Water
Parameters
Results Units
Report Limit
DF
Prepared
Analyzed
CAS No. Qual
1664 SGT-HEM, TPH
Analytical Method: EPA 1664B
Total Petroleum Hydrocarbons
N❑ mg1L
5.0
1
06126/17 06:35
200.7 MET 1CP
Analytical Method: EPA 200.7 Preparation Method: EPA 200.7
Copper
ND uglL
5.0
1
06128/17 16:05
06130/17 22:31
7440-50-8
Lead
ND uglL
5.0
1
06/28/17 16:05
06/30/17 22:31
7439-92-1
Zinc
17.1 uglL
10.0
1
06128/17 16:05
06/30/17 22:31
7440.66.6
2540D Total Suspended Solids
Analytical Method: SM 2540D
Total Suspended Solids
6.7 mglL
2.5
1
06/27/17 16:01
Date: 07/05/2017 04:07 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLG.
Page 4 of 13

lacieAnalytical*
~..paoW%bs.=
ANALYTICAL RESULTS
Project: Team Intl. Stormwater
Pace Project No.; 92345423
Pace Analytical Services, LLG
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: SW-13 Lab ID: 92345423002 Collected: 06/22/17 11:53 Received: 06/22/17 16114 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Quai
1664 SGT-HEM, TPH
Total Petroleum Hydrocarbons
200.7 MET ICP
Copper
Lead
Zinc
2540D Total Suspended Solids
Total Suspended Solids
Date: 07/0512017 04:07 PM
Analytical Method: EPA 1664B
ND mg1L 5.0 1 06/26/17 06:35
Analytical Method: EPA200.7 Preparation Method: EPA200.7
ND uglL 5.0 1 06/28/17 16:05 06/30/17 22:34 7440-50-8
ND ug1L 5.0 1 06/28/17 16:05 06/30/17 22:34 7439-92-1
16.8 ugiL 10.0 1 06128117 16:05 06/30/17 22:34 7440-66-6
Analytical Method: SM 2540D
8.2 mg1L 5.0 1 06/2711716:01
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 5 of 13

Pace Analytical Services, LLC
Qf e
anemalyt!^aI 2225 Riverside 04
lrl+ V Asheville, NC 26804
w»wpncela6s Com [phone]
QUALITY CONTROL DATA
Project: . Team Ind. Stormwater
Pace Project No.: 92345423
QC Batch: 366440
Analysis Method:
EPA 1664E
QC Batch Method: EPA 1664B
Analysis Description:
1664 SGT-HEM, TPH
Associated Lab Samples: 92345423001, 92345423002
METHOD BLANK: 2031271
Matrix: Water
Associated Lab Samples: 92345423001, 92345423002
Blank Reporting
Parameter
Units
Result Limit
Analyzed Qualifiers
Total Petroleum Hydrocarbons
mg/L
ND 5.0 06126/17 06:22
LABORATORY CONTROL SAMPLE:
2031272
Spike LCS
LCS % Rec
Parameter
Units
Conc. Result
% Rec Limits Qualifiers
Total Petroleum Hydrocarbons
mg1L
20 19.6
98 64-132
MATRIX SPIKE SAMPLE:
2031273
92345370001 Spike
MS MS % Rec
Parameter
Units
Result Conc.
Result % Rec Limits Qualifiers
Total Petroleum Hydrocarbons
mglL
ND 20
18.3 92 64-132
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: 07/05/2017 04:07 PM without the written consent of Pace Analytical Services, LLC. Page 6 of 13

(�55'neAnalyticale
~..pooera6a.com
Project: Team Ind. Stormwater
Pace Project No.: 92345423
QC Batch: 366766
QC Batch Method; EPA 200.7
Associated Lab Samples: 92345423001, 92345423002
METHOD BLANK: 2033091
Associated Lab Samples: 92345423001, 92345423002
Parameter
Units
Copper
uglL
Lead
ug1L
Zinc
ug1L
QUALITY CONTROL DATA
Analysis Method; EPA 200.7
Analysis Description: 200.7 MET
Matrix: Water
Blank Reporting
Result Limit Analyzed
NO 5.0 06130/17 22:06
NO 5.0 06130117 22:06
NO 10.0 06/30117 22:06
Qualifiers
Pace Analytical Services, LLC -
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE:
2033092
Spike LCS LCS
% Rec
Parameter
Units
Cone. Result % Rec
Limits Qualifiers
Copper
uglL
500 530 106
85-115
Lead
ug1L
500 508 102
85-115
Zinc
ug1L
500 525 105
85-115 '
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
2033093
2033094
MS
MSD
92345370001
Spike
Spike
MS
MSD
MS
MSO
% Rec
Parameter Units
Result
Conc.
Cone,
Result
Result
% Rec
% Rec
Limits
RPD Qual
Copper ug1L
13.1
500
500
540
522
105
102
70-130
3
Lead ug1L
NO
500
500
497
478
99
96
70-130
4
Zinc ug1L
286
500
500
800
777
103
98
70-130
3
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
2033095
2033096
MS
MSD
92345400008
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter Units
Result
' Cone.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
Copper uglL
NO
500
500
507
524
101
105
70-130
3
Lead uglL
NO
500
500
489
501
97
100
70-130
2
Zinc uglL
6.4J
500
500
505
514
100
101
70.130
2
Results presented on this page are In the units Indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in futi,
Date: 07/05/2017 04:07 PMwithout the written consent of Pace Analytical Services, LLC. Page 7 of 13

aceAnalytical "
www.pacelabs.com
QUALITY CONTROL DATA
Project: Team Ind. Stormwater
Pace Project No.; 92345423
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 288O4
[phone]
QC Batch: 366735
Analysis Method:
SM 2540D
QC Batch Method: SM 2540D
Analysis Description:
2540D Total Suspended Solids
Associated Lab Samples: 92345423001, 92345423002
METHOD BLANK: 2032951
Matrix: Water
Associated Lab Samples: 92345423001, 92345423002
Blank Reporting
Parameter
Units
Result Limit
Analyzed Qualifiers
Total Suspended Solids
mglL
NO
2.5 06127/17 15:55
LABORATORY CONTROL SAMPLE:
2032952
Spike LCS
LCS % Rec
Parameter
Units
Conc. Result
% Rec Limits Qualifiers
Total Suspended Solids
mg1L
250 248
99 90-110
SAMPLE DUPLICATE: 2032953
92345374005 Dup
Parameter
Units
Result Result
RPD Qualifiers
Total Suspended Solids
mg1L
NO
NO
SAMPLE DUPLICATE: 2032954
92345374015 Dup
Parameter Units Result Result RPD Qualifiers
Total Suspended Solids mg/L NO ND
t
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: 07/0512017 04:07 PM without the written consent of Pace Analytical Services, LLC,
Page 8 of 13

aceAnalytical a
www Aacefahs cam
QUALIFIERS
Project: Team Ind. Stormwater
Pace Project No.: 92345423
DEFINITIONS
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
POL - Practical Quantitation Limit.
RL- Reporting Limit.
S - Surrogate
1,2-Diphenythydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP • Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis ofAcrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosadiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TN I accredited_ Contact your Pace PM for the current list of accredited analytes.
TNt - The NELAC Institute.
LABORATORIES
PAST -A Pace Analyticat Services - Asheville
PASI-C Pace Analytical Services - Charlotte
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 07/05/2017 04:07 PM without the written consent of Pace Analytical Services, LLC. Page 9 of 13

aceAnalytical
www.Pacekbs.mm
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Team Ind. Stormwater
Pace Project No.: 92345423
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Lap ID Sample ID QC Batch Method QC Batch Analytical Method
92345423001
SW -A
EPA1664B
366440
92345423002
SW-B
EPA 1664E
366440
92345423001
SW -A
EPA 2001
366766 EPA 200.7
92345423002
SW-B
EPA 200.7
366766 EPA 2007
92345423001
SW -A
SM 2540D
366735
92345423002
SW-13
SM 2540D
366735
Date: 07/0512017 04:07 PM
REPORT OF LABORATORY ANALYSIS
This report shall not he reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Analytical
Batch
367355
367355
Page 10 of 13

aceAnalyticaI
Document Name:
Sample Condition Upon Receipt(
Document No.:
Document Revised: Sept, 21, 2016
Page I of 2
Issuing Authority:
Pate Quality Office
Laboratory receiving samples:
Ashevilleo--....Eden❑- .. . Greenwood ❑ -Huntersville.[] . Raleigh[] Mechanicsville❑. .
• •, • • Client Name: Project fi! 11�O# : 92345423
il
Caucommercldl ❑Padex i UPS []flShS.
❑ ❑ []Other:
92345423 11 1 I i
Custody Seal Present? []Yes ❑No Seals Intact? ❑Yes ❑No g Ala
/ Date/Initials Person Ekaminin Contents: 7
Packing Material: []BubbleWrap Bubble Bags ❑None ❑Other.
Thermometer: Wet ❑Blue ❑None ❑Samples on ice, cooling process has begun
VIR Gun ID: Type of Ice;
Correction actor: Cooler Temp Corrected ('C): �, Biological Tissue Frozen? ❑Yes ❑No ❑N/A
Temp should be above freezing to 6•C
USDA Regulated Soil JN/A, water sample)
Did samples originate i a quarantine zone within the United States: CA, NY, or SC icheck maps)? Did samples originate from a foreign source (internationally,
ayes I1No incfudine Hawaii and Puerto Rico17 11Yes nNn
Comments/Discrepancy:
Chain of Custody Present?
Yes
No
❑N/A
I.
Samples Arrived within Hold Time?
Yes
[]NO
❑N/A
2,
Short Hold Time Analysis (<72 hr.)?
©Yes
2Na
❑N/A
3.
Rush Turn Around Time Requested?
[]Yes
ONO
[]NIA
4.
Sufficient Volume?
ETYeS
❑No
❑N/A
S.
Correct Containers Used?
-Pace Containers Used?
"dyes
yes
❑No
❑No
❑N/A
El N/A
6.
Containers Intact?
Yes
[]NO
❑N/A
7.
Samples Field Filtered?
Yes
❑No
ZN/A
8. Note if sediment is visible in the dissolved container
Sample Labels Match COC?
Inciucies ilaterTime/iUfAnaiysis rviatrlx:•- -
0.
❑No
-)N/A
4.
- t
Headspace in VOA Vials (>5.6mm)?
QYes
[]No
N/A
10.
Trip Blank Present?
Trip Blank Custody Seals Present?
❑Yes
Dyes
❑ito
ONO
4N(A
VINIA
11.
CLIENT NOTIFICATION/RESOLUTION
Person Contacted:
Comments/Sample
Discrepancy:
Project Manager SCURF Review:
Project Manager SRF Review:
Field Data Required? ❑Yes JKINO
Date/Time:
Date:
Date: t1'�t7 I
A
Note: Whenever there N a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the North Carolina DEHNR Certification Office (i.e.
Out of hold, incorrect preservative, out of temp, incorrect containersl
Page 11 of 13

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AG1U-1 liter Amber Unpreserved (N/A) (Cl-)
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AG1H-1 liter Amber HCl (pH c 2)
AG3U-250 mt. Amber Unpreserved (N/A) {Ci-)
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AWS-250 mL Amber H2504 (pH < 2)
AG3A(OG3A)-250 mL Amber NH40 (N/A)(Ck)
DG9H-40 mL VOA HCl (N/A)
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VG9T-40 mL VOA Na252O3 (N/A)
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VG9U-40 ML VOA Unp (N/A)
DG9P-40 mL VOA H3PO4 (N/A) Z r-
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CHAIN -OF -CUSTODY ! Analytical Request Document co
The Chain-ot-Custody is a LEGAL DOCUMENT. All relevant Fields must be campfeted accurately -
CD
Page: of
Section A Section 8 -Section C
Required Client information: Required Project Inlorrrla5on: kwoke information:
1Atlenllon:
-
Company: Report To: R-fLl
1985039
n
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Address:
Zs7t �rA�-IL+1�:f� ��.,
Copy To:
Company Name:
REGULATORY AGENCY
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F NPDES i GROUNDWATER r DRINKING WATER
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Silo Location
142a I:\A
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STATE:
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Requested Due DaterTAT:
Prajecl Nuirnber- !
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Requested
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Filtered
(YIN)
Section 0 Matrix Codas
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'hnporlant Nola. By signing Vvs loan you are Daccptng Paco: NET 30 day p iynWnt tvrrw and agreeing to Law charges or t.5:G tsar month tar any invoices na paid w 1hin 30 days. F-ALL-0.020rev.07. 15-May-2007

Semi-annual Stormwater Discharge Monitoring Report
"f for North Carolina Division of Water Quality General Permit No, NCG030000
Date submitted
CERTIFICATE OF COVERAGE NO. NCG03 0 0 2 6
FACILITY NAME TEAM Industries Andrews, Inc.
COUNTY Cherokee
PERSON COLLECTING SAMPLES Christian Patterson
LABORATORY Pace Analytical Lab Cert. # 3 7712
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2016
SAMPLE PERIOD ❑ Jan -June ® July -Dec
or ❑ Monthly' (month)
DISCHARGING TO CLASS ❑ORW ❑HQW X❑Trout ❑PNA
❑Zero -flow [_]Watersupply ❑SA
❑Other
LIA 4 r11 2011 PLEASE REMEMBER TO SIGN ON PAGES 2 AND/OR 3
FF-J�a��ac!:, ^a :T�r
[vys?,Jc{#i�Lf4ii'; ❑ No discharge this period?z
Outfall No.
Hate Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
3
Inches
Total Suspended Solids
pH,
Standard units
Copper
Lead
Zinc
Non -Polar O&G/
Total Petroleum
Hydrocarbons
Total Toxic
5
Organics
Benchmarks ===>
-
-
100 mg/L or 50 mg/L4
6.0 - 9.0
0.007 mg/L
0.03 mg/L
0.067 mg/L
15 mg/L
1 mg/L
SW -A
12 12 16
0.54•
<3.1
< 0 . 0 0 5
<0.005
<5,0
NA
SW-13
12 12 16
6.73
< 0 . 0 0 5
<0.005
0.0924
< 5 . 0
NA
' Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
z For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3The 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.
4 5ee 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."
Gregory Boehm
Name (Print name)
Plant Manager
Title (Print title)
(Signature)
(Date)
Note: Results must he 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 me/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 2, 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?2
Outfali No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches3
Rion -polar o&G/TPH by
EPA 1664 (SGT-HEMj
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,
y� -
Permit Dgte:ll/1/2012-10/31/2017
SWU-245, last revised 10/25/2012
Page 2 of 3

Note: if yiau 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 Il SECTION B.
• 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART If SECTION S.
• 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:
Mail an original and one copy of this DMR, including all "No Discharge" reports, within 30 days of receipt of the lob results for at end of monitoring period
in the case of No_Discharge" reportsj_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)
Permit Date: 11/1/2012-10/31/2017
(Date)
SWU-245, last revised 10/25/2012
Page 3 of 3

Anchor QEA of North Carolina, PLLC ANCHOR
231 Haywood Street
Asheville, North Carolina 28801 QEA
828.281.33S0
January 25, 2017
Central Files
Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Subject: Stormwater Sample Analytical Results, December 2016
TEAM Industries Andrews, Inc.
Andrews, Cherokee County, North Carolina �� j 2017
Certificate of Coverage Number NCGO30026
DEtd,IZ-LAND
CIT QRNAtKi ER PERiviki ; ING
To Whom It May Concern,
Anchor QEA of North Carolina, PLLC (Anchor QEA) is pleased to present the following Stormwater
Sample Analytical Results. On behalf of TEAM Industries Andrews, Inc. (TEAM), Altamont
Environmental, Inc. (Altamont), which became Anchor QEA on December 29, 2016, collected two
stormwater samples on December 12, 2016 for the referenced facility covered by National Pollutant
Discharge Elimination System (NPDES) Stormwater General Permit number NCG030000. The
concentrations detected in samples were below or within the acceptable ranges of the benchmark
value concentrations specified in the general permit for samples collected from sampling locations
SW -A and SW-13, with the exception of zinc for the sample collected from SW-B. This letter provides
background information and describes the methods, findings, and conclusions regarding the
stormwater sample collection and analysis.
BACKGROUND
The most recent Stormwater General Permit, which was for metal fabrication activities, was issued by
the North Carolina Department of Environmental Quality (DEQ), formerly called the North Carolina
Department of Environment and Natural Resources (DENR), with an effective date of November 1,
2012, and will expire at midnight on October 31, 2017. This sampling event represents Sample
Number 8 for the current permit. Sample collection, as well as the report protocol for this sampling
event, have followed the current permit requirements.
The Stormwater General Permit indicates that the permittee shall complete the analytical sampling
on a semiannual schedule at a minimum once during the first half of the year (January 1 to June 30)
and once during the second half of the year (July 1 to December 31), with at least 60 days separating
sample collection dates. This sampling event represents the compliance sampling for the second half
of 2016,
11Ashevillel\Ashevllle\Projects',Team Ind\Environmental Management\Stormwater\Semi-annual Stormwater Reperts\Stormwater Sampling Event 2016.12.12\Ltr-DEMLR_2016-
12-12 SW Monitoring Results A4.docx

January 25, 2017
Page 2
The general location of the facility is indicated on Figure 1 (attached). Samples have historically been
collected from the facility's two outfalls. The outfalls and samples are labeled SW -A and SW-B; the
outfall locations are identified on Figure 2 (attached).
METHODS
On December 12, 2016, Anchor QEA mobilized to the TEAM facility to collect stormwater samples
during a measurable storm event of approximately 0.54 inches. (Note: The rainfall depth was
obtained from the National Oceanic and Atmospheric Administration [NOAA] online database
records for the Andrews -Murphy Airport gauge station.) There had not been a precipitation event in
the 72 hours preceding the December 12, 2016 sampling.
The stormwater samples were collected from two outfalls labeled SW -A and SW-8 (see Figure 2).
Samples were collected as indicated in Attachment 1 on the surface -water sampling logs from the
approximate center of the discharge streams and transferred to laboratory -supplied containers. The
containers were placed in a cooler on ice and delivered to Pace Analytical Services, Inc. (Pace) in
Asheville, North Carolina for laboratory analyses. The pH measurement was obtained in the field by
placing a probe within the flow of the respective outfall and was recorded following stabilization.
Anchor QEA's Equipment Documentation & Instrument Calibration Data Sheet is included as
Attachment 2.
Anchor QEA also performed a stormwater discharge outfall (SDO) qualitative monitoring event
during the stormwater analytical sampling event. The associated SDO Qualitative Monitoring Report
(SDO Report) is included as Attachment 3.
FINDINGS
The laboratory analytical results are summarized in the SDO Report (Attachment 3), The samples.
contained concentrations less than or within the range of the specified benchmark value
concentrations for all parameters analyzed by Pace, with the exception of zinc for the sample
collected from SDO SW--B, which contained a concentration of 0.0924 milligrams per liter (mg/L). The
benchmark concentration for zinc is 0.067 mg/L.
The field measurements of pH were within the acceptable benchmark range for SW -A and SW-B. The
field measurement results are listed on the Surface Water Sampling Logs (Attachment 1), and pH is
shown in Attachment 4, the Semi-annual Stormwater Discharge Monitoring Report. The Pace
analytical report and chain -of -custody form are included in Attachment S for reference.
Since the sampling period in fall 2008, TEAM has implemented a toxic organic management plan
(TOMP), which is monitored by the Town of Andrews (the entity that operates the publicly owned
treatment works). Upon implementation of the TOMP, TEAM was no longer required to analyze for
total toxic organics during semiannual stormwater monitoring events.

January 25, 2017
Page 3
CONCLUSIONS
The stormwater sample results for outfalls SW -A and SW-B were below or within the range of the
benchmark value concentrations specified in the general permit for all parameters, with the
exception of zinc in the sample collected from SDO SW-B, which was slightly above the benchmark
concentration. This zinc exceedance represents the second consecutive zinc exceedance at outfall
SW-B. TEAM has completed Tier One and Tier Two response activities, as outlined in General Permit
NCG030000.
Numerous inspections of the manufacturing process and material storage practices at the TEAM
facility have revealed no obvious sources of zinc in stormwater associated with metal fabrication. the.
In the 1997 publication Water Quality of First Flush Runoff From 20 Industrial Sites (Line, Wu, Arnold,
Jennings, and Dubin 1997), stormwater samples were collected from 20 facilities located in North
Carolina that belonged to 10 different industrial categories, including two facilities that were metal
fabricating sites. All samples were collected within the first 30 minutes of the storm event (first flush).
Zinc concentrations in the samples collected from the 20 sites ranged from 0.060 mg/L to 2.689
mg/L, with only one sample (0.060 mg/L) being slightly below the benchmark concentration of 0.067
mg/L. Ali other samples contained concentrations of zinc that exceeded the benchmark
concentration.
According to a June 2008 publication, Suggested Practices to Reduce Zinc Concentrations in Industrial
Stormwater Discharges, authored by the State of Washington's Department of Ecology, common
sources of zinc at industrial facilities that are not attributable to the manufacturing environment
include galvanized metal materials such as chain -link fencing, gutters, downspouts, and air -pollution -
control equipment. Some of these galvanized -metal materials are present at the TEAM facility and
are located such that they contribute stormwater to sampling locations SW -A and SW-B.
Considering the above information, TEAM is requesting that the semiannual sampling frequency be
maintained. Additionally, during the next stormwater sampling event, TEAM is planning to collect
stormwater samples upstream of the manufacturing building from the drainage ditches associated
with SW -A and SW-B in order to rule out a potential source of zinc upstream of the manufacturing
building.
If you would like additional information, please contact the undersigned at 828.281,3350 or contact
Mr. Gregory Boehm at 828,835,4000,
Sincerely,
A��A_44
Brian Gant
Compliance and Solid Waste Manager

January 25, 2017
Page 4
CC' Mr. Gregory Boehm, TEAM industries Andrews, Inc.
Mr, Terry Yonce, TEAM Industries Andrews, Inc.
Duplicate, Central Files
Attachments
Figure 1 Site Location Map
Figure 2 , Stormwater Discharge Outfall (SDO) Locations
Attachment 1 Surface Water Sampling Logs
Attachment 2 Equipment Documentation & Instrument Calibration Data Sheet
Attachment 3 Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Attachment 4 Semi-annual Stormwater Discharge Monitoring Report
Attachment 5 Laboratory Analytical Report and Chain -of -Custody Form

Attachment 5
Laboratory Analytical Report and Chain -
of -Custody Form

aceAnalytical`
ww ,Mele6s.o M
December 19, 2016
Brian Gant
Altamont Environmental
231 Haywood Street
Asheville, NC 28801
RE: Project: TEAM Industries 2167.03
Pace Project No.: 92322962
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28004
{826}254-7176
Dear Brian Gant:
Enclosed are the analytical results for sample(s) received by the laboratory on December 12, 2016.
The results relate only to the samples included in this report. Results reported herein conform to the
most current, applicable TNIINELAC 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,
Lord Patton
[e-mail]
Project Manager
Enclosures
FNI
REPORT OF LABORATORY ANALYSIS
This report shall not he reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 13

aceAnalytical
wwwpacemucam
Project: TEAM industries 2167.03
Pace Project No.: 92322962
Pace Analytical Services, LLC
2225 Riverside Dr,
Asheville, NC 28804
(a28)254-7176
Charlotte Certification ills
9800 Kincey Ave. Ste 100, Huntersvide, NC 28078
North Carolina Drinking Water Certification M 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
Asheville Certification IDS
2225 Riverside Drive, Asheville, NC 28804
Plorida/NELAP Certification #: E87648
Massachusetts Certification #: M-NCO30
North Carolina Drinking Water Certification M 37712
CERTIFICATIONS
South Carolina Certification #: 99006001
FloridalNEL AP Certification #: E87627
Kentucky UST Certification #: 84
Virginia/VELAP Certification #: 460221
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except fn full,
withoutlhe written corsentof Pace Analytical Services, LLC. Page 2 of 13

aceAnalytical
www.pacelabs.com
SAMPLE ANALYTE COUNT
Project: TEAM Industries 2167.03
Pace Project No.: 92322962
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Analytts
Lab Ill Sample ID Method
Analysts
Reported
Laboratory
92322962001 TEAM SW -A EPA 16646
JMS
1
PASI-C
EPA 2007
SH1
3
PASI-A
SM 2540D
CJH1
1
PASI-A
92322962002 TEAM SW-B EPA 1664B
JMS
1
PASI-C
EPA 200.7
SH1
3
PASI-A
SM 2540D
CJH1
1
PASI-A
REPORT OF LABORATORY ANALYSIS
This report shaiT not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 3 of 13

aceAnalytical
wwwperxlahtom
ANALYTICAL RESULTS
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: TEAM Industries 2167.03
Pace Project No.: 92322962
Sample: TEAM SWA Lab ID: 92322962001 Collected: 12/12/16 11:25 Received: 12/12/16 14:20 Matrix: Water
Parameters Results Units Report Limit OF Prepared Analyzed GAS No, Qual
1664 SGT-HEM, TPH
Analytical Method: EPA 1664E
Total Petroleum Hydrocarbons
ND mg/L
5.0 1
12/19116 07:47
200.7 MET ICP
Analytical Method: EPA 200.7 Preparation Method: EPA 200.7
Copper
NO uglL
5.0 1 12/13/16 21:20
12116/16 18:18 7440-50-8
Lead
NO uglt
5.0 1 12f13/16 21:20
12116/16 18:18 7439-92-1
Zinc
10.5 ug[L
10.0 1 12/13/16 21:20
12/16/16 18:18 744"6-6
25400 Total Suspended Solids
Analytical Method: SM 2540D
fatal Suspended Solids
ND 'mg/L
3.1 1
12115/16 07:55
REPORT OF LABORATORY ANALYSIS
This report shall not pe reproduced, except in full,
Date: 12119/2010 03:08 PM without the written consent of Pace Analytical Services, LLC. Page 4 of 13

aceAnalytical
ww>"cpeeelabscorn
ANALYTICAL RESULTS
Pace Analytical Services, LLC
2225 Riverside Dr.
Ashevilie, NC 26804
[phone]
Project: TEAM Industries 2167.03
Pace Project No,: 92322962
Sample: TEAM SW-B Lab ID: 92322962002 Collected: 12/12/16 11:50 Recejved: 12112/16 14:20 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
1664 SGT-HEM, TPH
Analytical Method: EPA 1664B
Total Petroleum Hydrocarbons
ND mg1L 5.0 1
12/19/16 07:48
200.7 MET ICP
Analytical Method: EPA 200.7 Preparation Method: EPA 200.7
Copper
ND ug/L 5.0 1 12/13/16 21:20
12/16/16 17:23 7440-50-8
Lead
ND uglL 5.0 1 12/13116 21:20
12/16/16 17:23 7439-92-1
Zinc
92-4 uglL 10-0 1 12113/16 21:20
12/16/16 17:23 7440-66-6
2540D Total Suspended Solids
Analytical Method: SM 2540D
Total Suspended Solids
ND mg1L 3.1 1
12/15/16 07:55
REPORT OF LABORATORY ANALYSIS
This rep" shall not be reproduced, except in full,
Date; 12/1912016 03:08 PM
without the written Consent of Pace Analytical Services, LLC.
Page 5 of 13

aceAnalytical
/ xnvw.pectie6s.cnrrr
Project: TEAM Industries 2167.03
Pace Project No.: 92322962
QC Batch: 341436
QC Batch Method: EPA 1664B
Associated Lab Samples: 92322962001, 92322962002
METHOD BLANK: 1894521
Associated Lab Samples: 92322962001. 92322962002
Parameter Units
Total Petroleum Hydrocarbons mg1L
QUALITY CONTROL DATA
Analysis Method: EPA 1664B
Analysis Description: 1664 SGT-HEM, TPH
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 5.0 12/19/16 07.33
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
(828)254-7t76
LABORATORY CONTROL SAMPLE & LCSD= 1894522 1894523
Spike LCS LCSD LGS LCSD % Rec Max
Parameter Units Conc. Result Result % Rec % Rec Limits RPD RPD Qualifiers
Total Petroleum Hydrocarbons mg1L 20 18.1 18.1 90 90 64-132 0 30
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/1912016 03:08 PM without the written consent of Pace Analytical Services, LLC.
Page 6 of 13

aceAnalytical
www pacelab&w"
Project: TEAM Industries 2167.03
Pace Project No,: 92322962
QC Batch: 340500
QC Batch Method: EPA 200.7
Associated Lab Samples: 92322962001, 92322962002
METHOD BLANK: 1888563
Associated Lab Samples: 92322962001. 92322962002
Parameter Units
Copper ug1L
Lead ug/L
Zinc ug/L
QUALITY CONTROL DATA
Analysis Method: EPA 200.7
Analysis Description: 200.7 MET
Matrix: Water
Blank, Reporting
Result Limit Analyzed
ND 5.0 12116/16 15:51
ND 5.0 12116/16 15:51
ND 10.0 12116/16 15:51
Qualifiers
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE:
1888564
Spike
LCS LCS % Rec
Parameter
Units
Conc,
Result % Rec Limits Qualifiers
Copper
ug1L
500
515 103 85-115
Lead
ug1L
500
507 101 85-115
Zinc
ug1L
500
509 102 85-115
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
1888565
1888566
MS
MSD
92322950002
Spike
Spike
MS
MSD
MS
MSD
% Per
Parameter Units
Result
Conc.
Conc,
Result
Result
% Rec
% Rec
Limits RPD
Copper ug1L
5.2
500
500
520
526
103
104
70-130 1
Lead ug/L
ND
500
500
511
518
102
103
70-130 1
Zinc ug1L
50.2
500
' 500
557
566
101
103
70-130 2
MATRIX SPIKE $ MATRIX SPIKE DUPLICATE:
1888567
MS
92322927007
Spike
Parameter Units
Result
Conc.
Copper ug1L
516
500
Lead ug/L
ND
500
Zinc ug/L
354
500
Qual
1888568
MSD
Spike
MS
MSD
MS
MSD
% Rec
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
500
1040
1050
104
107
70-130
1
500
491
500
98
100
70-130
2
500
640
600
57
49
70-130
6 M1
Results presented on this page are In the units indicated by the "Units" column except where an alternate unit is presented to the right or the result,
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/19/2016 03:08 PM without the written consent of Pace Analytical Services, LLC.
Page 7 of 13

aceAnalytical
%"-P&celabs.corn
QUALITY CONTROL DATA
Project: TEAM Industries 2167.03
Pace Project No.: 92322962
QC Batch: 340925 Analysis Method: SM 2540D
QC Batch Method: SM 2540D Analysis Description: 2540D Total Suspended Solids
Associated Lab Samples: 92322962001, 92322962002
METHOD BLANK: 1891346
Associated Lab Samples: 92322962001, 92322962002
Parameter
Units
Total Suspended Solids
mg/L
LABORATORY CONTROL SAMPLE:
1891347
Parameter
Units
Total Suspended Solids
mg/L
SAMPLE DUPLICATE: 1891348
Parameter
Total Suspended Solids
SAMPLE DUPLICATE: 1891349
Parameter
Total Suspended Solids
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
NA 2.5 12115/16 07:51
Spike LCS LCS % Rec.
Conc. Result % Rec Limits Qualifiers
250 250 100 90-110
Units
92322890014
Result
Dup
Result
mglL
ND
ND
Units
92322943002
Result
Dup
Result
mg/L
18.0
26.8
RPD Qualifiers
RPD Qualifiers
39 D6
Results presented on this page are in the units Indicated by the "Units" Column except where an alternate unit is presentad to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/19/2016 03:08 PM without the Written consent of Pace Analytical Services, LLC.
Page 8 of 13

aceAnalytical
*/+M'Aealabscon+
QUALIFIERS
Project: TEAM Industries 2167.03
Pace Project No.: 92322962
DEFINITIONS
Dt" - 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.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MOL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit_
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 288174
[phone]
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether,
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonilrile by EPA
Method 8260.
N-Nitrosodiphenylam ine 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
D6 The precision between the sample and sample duplicate exceeded laboratory control limits.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/1912016 03'08 PM without the written consent of Pace Analytical Services, LLC. Page 9 of 13

ace Analytical
www.pacembs.mm
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Analytical Services, li
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project:
Pace Project No.:
TEAM Industries 2167.03
92322962
Analytical
t-ab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Batch
92322962001
TEAM SW -A
EPA1664B
341436
92322962002
TEAM SW-B
EPA1664B
341436
92322962001
TEAM SW -A
EPA 200.7
340500
EPA 200.7
340735
92322962002
TEAM SW-B
EPA 200.7
340500
EPA 200,7
340735
92322962001
TEAM SW -A
SM 2540D
340925
92322962002
TEAM SW-B
SM 2540D
340925
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in lull,
Date: 1211912016 03:08 PM without the written consent of Pace Analytical Services, t-LC. Page 10 of 13

Document Name:
Document Revised: Sept. 21, 2016
z
aGeAnalytisal
Sample Condition Upon Receipt(SCUR)
Page l of 2
Document No.:
issuing Authority:
F-CAR-CS-033-Rev.01
Pace Quality Office
Laboratory receiving Sam j'es:
Asheville Eden❑ Greenwood ❑ Huntersville ❑ Raleigh❑ Mechanicsville❑
ISOMM Client Name- n
o
Courier: []Fed Ex ❑UPS ❑U5P5 [Client
❑ Commercial QPace ❑Other:
Custody Seat Present? ❑Yes No Seals Intact? ❑Yes ❑No
WO# : 92322962
9Z322962
Date/initials Person Examining Contents: IJ
Packing Material: ❑Bubble Wrap ❑Bubble Bags El ne ❑Other:
Thermometer:
Wet [_—]Blue❑None ❑Samples on ice, cooling processEh>1b,86n
❑ un ID- � Type of ice:
Correction Factor: 0 Cooler Temp Corrected ('C): ( .3 Biological Tissue Frozen? [—]Yes ❑No N/A
Temp should be above free g to 6'C
USDA Regulated 5oil( N/A,watersample) �
Did samples originate in a quarantine zone within the United States: CA, NY, or SC {check maps)? Did samples originate from a foreign source {inte(VW' nally,
(-'{Yes FlNo including Hawaii and Puerto Rico)? ❑Yes I__ 1No
Comments/Discrepancy;
Chain of Custody Present?
es
[]No
❑N/A I
I -
Samples Arrived within Hold Time?
ofes
❑N/o
[:]N/A
2.
Short Hold Time Analysis (<72hr.)?
❑Yes
DI
❑N/A
3.
Rush Turn Around Time Requested?
❑Yes
dNo
[jN/A
4.
Sufficient Volume?
EYes
❑No
❑N/A
15.
Correct Containers Used?
-Pace Containers Used?
❑i Ye
, Y S
[]No
❑NO
❑N/A
N/A
5.
Containers Intact?
yes
No
❑N//A
7.
Samples Field Filtered?
❑Yes
❑No
❑N/A
8. Note if sediment is visible to the dissolved container
Sample Labels Match COC?
Includes pate/Time/ID/Analysis Matrix:
❑y s
t
[:]No
❑N/A
9.
Headspace In VOA Vials (?5-6mm)?
[]yes
❑No
• NIfy;10.
Trip Blank Present?
Trip Blank Custody Seals Present?
©Yes
❑Yes
❑No
❑No
��NIA
11.
CLIENT NOTIFICATION/RESOLUTION
Person Contacted:
Comments/Sample
Discrepancy:
Project Manager SCURF Review:
Project Manager SRF Review:
Field Data Required? Dyes Pinn
Date/Time:
Date: a4l'al --
Date: l :,- 11 OL�filJ
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the North Carolina DEHNR Certification Office (Le.
Out of hold, incorrect preservative, out of temp, Incorrect containers)
Page 11 of 13

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BP3U-250 mL Plastic Unpreserved (N/A)
BP2U-SOO mL Plastic Unpreserved (N/A)
BP1U-1 liter Plastic Unpreserved (N/A)
SP3S-250 mL Plastic H2504 (pH < 2) (Cl-)
8P3N-250 mL plastic HNO3 (pH <2)
BP3Z-250 ml. Plastic ZN Acetate & NaOH (>9)
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BP3C-250 mL Plastic NaOH (pH > 12) (CI-)
WGFU-Wide-mouthed Glass jar Unpreserved
AG1U-1 liter Amber Unpreserved (N/A) (CI-)
AG1H-1 liter Amber HCl (pH < 2)
AG3U-250 mL Amber Unpreserved (N/A) (Cl-)
AG15-1 liter Amber H2SO4 (pH < 2)
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AG3S-250 mL Amber H2SO4 (pH < 2)
ZAll
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AG3A(DG3A)-250 mL Amber NH4CI (N/A)(CI-)
DG9H-40 mLVOA HCI (N/A)
VG9T-40 mL VOA Na2S203 (N/A)
VGSU-40 mL VOA Unp (N/A)
DG9P-40 mL VOA H3PO4 (N/A)
VOAK (B vials per kit)-5035 kit (N/A)
V/GK (3 vials per kit)-VPH/Gas kit (N/A)
SPST-125 mL Sterile Plastic (N/A — lab)
SP2T-250 mLSterile Plastic (N/A —lab)
MA-250 mL Plastic (NH2)2504 (9.3-9.7)
Cubitainer
VSGU-20 mL Scintillation vials (N/A)
GN

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CHAIN -OF -CUSTODY / Analytical Request Document
The Chaii+wf-Cuslody is a LEGAL DOCUMENT. AN rellovani fields must be completed accurately.
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Section A Section 9 Section C
Pape: of a
Required Client lnformallon: Required Project Information: Invoice InfonMOtlon:
Comparry: Report To: Attenlion:
Rlt�.rTrk� E�u;rdn uI ��. �rr'an (janf
1817948
Address:
� �$a umo�
Copy To:
Company Name:
REGULATORY AGENCY
drr Yrlle A/c-2M 01
Add ess:
r NPDE$ r GROUND WATER r— DRINKING WATER
i- LIST i- RCRA i OTHER
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Purchase Ord, No.:
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Phone:
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Requested Due DatofTAT: S }4n lA r J
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Project Number: -216 ,7 O3
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'Important NOW: By sipnY.O Na loan you am acr p1XV Paco M NET 30 day payment tones and uereeirr3 to We ch"9es of t.5% per month tar any lnroitas nol paid wilnin 30 pays. F-ALL-Q-020rov.07, 15-May-2007
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LEGEND:
C) Subject Site
t
DATA SOURCES:
USGS Topographic Map -
Copyright:© 2013 National
Geographic Society, i-cubed
Parcel - Cherokee County GiS 2017
0
Fee:
Publish Date: 2017/01/23, 12.26 PM I User: kdean
Filepath: P:\Team Ind\kmironmental Management\Stormwater\Figures\Figure 1 • Sile Location Map.msd
ANCHOR. Figure 1
QEA Site Location Map
TEAM Industries
37SO Airport Road, Andrews, North Carolina

SOURCE: Outboard Marine Corporation Facility Map
Prepared by Palmer's Surveying, Inc. Dated May 27, 1999
NOTES:
Additional drawing notes based on Anchor QEA field
300
observations.
1" = 300'
Publish pate: 2017/01/211 User. kdean
ilepath; \ash2vilie?13shevillelProje[ts\Team 1nd\Emironmental Atinagemeni\Smomwater\Figures%Fig 2-stormwater 0U1fMs tec-?_dgn
kzANCHOR
QEA
Figure 2
Stormwater Discharge Outfall (SDO) Locations
TEAM Industries
3750 Airport Rood, Andrews, North Carolina

An..no( QEH or North ;--arolha. FLLC n i J 0
0 EA
_31 Hayrvccd �tr tt
AsheviFe. Ncrtn Carolina 26&31
E26.261.333
Surface Water Sampling Log
PROJECT NAME: ]'��„1 Ir�dRsf��'er S>rvr.+ntr
PROJECT NUMBER: _21C7 qoS
SAMPLING PERSONNEL: Chrl-rhal) Pad �rsi7r7
DATE: pecendc,— /2 -20/6"
WEATHER: C/ov& a`
SAMPLE NAME: SW'
COMMENTS; fOme �Ltc c ,i ve pfbn
p-excat in h raln.
SAMPLE METHOD: GRAB SYRINGE PUMP BAILER-DISP. OTHER:
TIME
TEMP
(0C)
SPECIFIC
COND.
(Ps/cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1 S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
1125`
/A CS
q 1
I0. 33
3.01
136.7
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
250 mL PLASTIC
125 mL PLASTIC
40 mL GLASS
1 L GLASS
OTHER
l%
114c l-r ' Tj-r Oy a,►J Grc
VEGETATION: ACCESS:
Sampling Personnel Signature: Date: DecoMIe, 12, ..�416
Notes: °C = degrees Celsius
pS/cm = micro•Siemen per cubic centimeter
mg/L = milligrams per liter
S.U. = standard units
mV = millivolt
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection
A:\Projects\Team Ind\Environmental Management\Stormwater\Semi-annual Stormwater Reports\Stormwater Sampling Event
2016-12-12\Surface Water Sampling Lop REV 1 Page 1 of 1

rn6io, QE" o, Nlorth Carolina.' L"c tZ ANCI 101t
�31 liayomod street
r,sh=-Ale. Ncrlh Carolina 268,11 0 [ A �
Surface Water Sampling Log
PROJECT NAME: Tea,+i _r .sf-ies .SUM ^tp-
PROJECT NUMBER: -7J6'7.1�0j
SAMPLING PERSONNEL: C��1�f;ate of rfon
DATE: Decemj /.2 2016
WEATHER: /oHJ /�uJarP! fn SS°F
SAMPLE NAME:
COMMENTS:
SAMPLE METHOD: GRAB SYRINGE PUMP
BAILER-DISP. OTHER:
TIME i
TEMP
(°C)
SPECIFIC
COND.
(PS/Cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1 S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
1150
/0.15
77
/0. 97
9.73
IC## 5
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
250 mL PLASTIC
125 mL PLASTIC
40 mL GLASS
1 L GLASS
OTHER
/�lefall 7 1 CJ,/ J Giral
VEGETATION: ACCESS:
Sampling Personnel Signature:
Date: �cem�er /2 .2�16
Notes. `C = degrees Celsius
US/cm = micro-Siemen per cubic centimeter
mg/L = milligrams per liter
S.U. = standard units
mV � millivolt
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
A_\Projects\Team Ind\Environmental Management\Stormwater\Semiannual Stormwater Reports\Stormwater Sampling Event
2016-12-12\Surface Water Sampling Log_REV 1 Page 1 of 1

Attachment 2
Equipment Documentation & Instrument
Calibration Data Sheet

E N G IN E E ING G & H Y O ROG E O L O G Y
231 H.1-0 STREET. ASN ss'ii-t e, NC 26B01
TEL.828.281.335G FAC.a28.2EI.3351
Equipment Documentation & Instrument Calibration Data Sheet
Calibration Documentation
Project Name; TE Ai Indr�r¢r:es 5f1-^,hider Person ConductingCallbration: CAliFila4 P A&rJV4
Project Number. 21 Date of Calibration: e[e,aI ar 42 -2 1r
Project Location: nor11,,fj rill Date of Field Measurements: 2 /
Equipment Documenta tion
Equipment or meters used to take measurements (e.g. water level meters, survey equipment, etc.):
Equipment Type
Serial Number
1 Brand
] Date of Use
150-ft Water Level
26154
I Solinist
150-ft Water Level
22754
Solinist
150-ft Water Level
150
Testwell
150-ftDrawdown
MP30-1527
.QED
Other
SelectTurbidimeter. F�:IHF
Hech 2100Q (s/n i51006045207)
Scientific Micl (s/n 200601045)
Instrument Reading
Instrument Reading
Calibration Standards
(Hach 210DQ)
(HF Scientific Micill
Expiration Date
20 NTU 100 NTU
800 NTU
0.02 NTU
10.0 NTU
1 1000 NTU
Cal: 1q_ G Ica` 47 7
Cal: 775
Cal:
ICal:
IGet:
Ma , za/7
Time, 08 ITime: Oa2S
1
Time:. da—m
Time:
Time:
i#Time:
j
Verification (10 NTU): 12.3
Verification:
Verificaton:
Verification:
Time: ll
Time:
ITime:
Time:
YSI 556 Multiparameter Meter it 121-101057)
Instrument Readings
Calibration
Expiration Date
Dissolved Oxygen (Initial: 85 z (Cal: (mmHg:/.,,.ITime: O8 z I
��jj
NA
PH 7 S.U. report to 0.1
S.U.
Initial:
6. 96
pHmV:
Cal:
7. oo
pHmV:
Time:
080V
Dew. Jo/7
PH 4 S.U. report to 0.1
S.J.
initial:
Y l2
pHmV:
Cal:
V. p
pHmV:
Time:
OBo?
Mani -2013
PH 10 S.U. report to
initial: 0
pHmV:
Cal: /7 p
pHmV:
Time:
QC* pH 7 S_U_ report
to o.1 S.U.
AM Time:
G�SF$
Meas:
6. 98
Mid Day Time:
Cheek:
me
I PM Ti:
Check:
n
Uec . -2- 017
5 ec.Cond.
Initial:
q83
Cal:
1000
Time:
075E
Air,. 20/7
1000 pS/cm**
QC*:
AM Time:
08 q-V
Meas:
10-27
Mid Day Time:
Check:
PM Time:
Check:
AuJ . -2 4/7
/000 pS/cm
ORP 240 trill (initial:�36. Cal: 237• 5 1Timo:
Signature: ��_jfr Deci-Al Date: l /-2 2of6
Notes:
1. Electronic equipment calibrated according to the manufacturer's operation manual.
2. Specific Conductivity should be calibrated according to values representative of historic range.
3. Order of Calibration is as follows: Specific Conductivity, pH 7, pH 4, pH 10, DO. ORP, QC checks.
4. QC Acceptable Ranges: pH +/- O.1 S.U. and Specific Conductivity 10% of the true value. If QC readings are out of range, the instrument needs
to be recalibrated.
5. * Indicates that a QC check must be performed in the morning, afternoon, and the end of the day, or every four hours.
6. ** Indicates to choose a Specific Conductivity buffer of 1413, 447, 84, or 23 mS which is closest to historical readings from the project location.
G:\;emplates\Groundwater & Drilling Forms\Groundwater er Surface water\Calibration Data Sheet YSI 556-Rev 3 Page 1 of J.

Attachment 3
Stormwater Discharge outfall (SDO)
Qualitative Monitoring Reports

PIWA
NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out thisform, please visit: httn:///nortal.nfdenr.org,/web/lr/nodes-stormwaterI
Permit No.: or Certificate of Coverage No.:
Facility Name: TEAM Indu5ttzes Andrews, Inc.
County: Cherokee Phone No. 828-837-5311
Inspector: Christian Patterson i, ,•• _
Date of Inspection: DecembeL 12, 2016___ _
Time of Inspection: 11:25 AM
Total Event Precipitation (inches): 0.54"
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, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
Page 1 of 2
5WU-242, Last modified 7/31/2013

1. Outfall Description:
Outfall No. SW -A Structure (pipe, ditch, etc.) Pipg to ditch
Receiving Stream: Welch Mill Creek
Describe the industrial activities that occur within the outfall drainage area: Roof drainage from
Manufacturing buLlding equipment storage, aboveground storage tanks
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors:..— Clear with light yellow tint
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.): No odor detects
4. . Clarity: Choose the number which best describes the clarity of the discharge, where 1 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 1 is no solids and 5 Is the surface covered with floating solids:
1 2 3 •4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
1 2 3 4 5
7. is there any foam in the stormwater discharge? Yes No
S. Is there an oil sheen in the stormwater discharge? Yes No
9. Is there evidence of erosion or deposition at the outfall? Yes No
10. Other Obvious Indicators of Stormwater Pollution:
List and describe: None 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
swill-242, Last modified 7/31/2013

WNW
NCNW
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidonce on filling out thisform, please visit: httRJloortal.ncdenr.org/webfir%nodes-storrnwater/
Permit No.: �/C/ 0/ 3 / 0/ �/ {�fQ/ 0/ or Certificate of Coverage No.:
Facility Name: TEAM industries Andrews,
County: Cberokee Phone No. 828-837-5311
Inspector. Christian Patterson
Date of Inspection: December 12. 2016
Time of Inspection: 11:50 AM
Total Event Precipitation (inches): 0.54"
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 outfali. 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:
(Signature of Permittee or designee)
Pagel of 2
5WU-242, Last modified 7/31/2013

1. Outfall Description:
Outfall No, SW-H Structure (pipe, ditch, etc.) Ripe to ditch
Receiving Stream: Welch Mill Cree�r _
Describe the industrial activities that occur within the outfall drainage area: Roof drainage from
ManufacLtLr-iDZ_bqjIdin9, equipmerit stQLaU.aboveground storage nks
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: _ Clear with notint
3. Odor: Describe any distinct odors that the discharge may have (i.e., smelts strongly of oil,
weak chlorine odor, etc.): No Qdor detected
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 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 1 is no solids and S is the surface covered with floating solids:
1 2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
1, 2 3 4 5
7, Is there any foam in the stormwater discharge? Yes NO
B. Is there an oil sheen in the stormwater discharge? Yes No
9. Is there evidence of erosion or deposition at the outfall? Yes NO
10. Other Obvious indicators of Stormwater Pollution:
List and describe: None 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 7/31/2013

Attachment 4
Semi-annual Stormwater Discharge
Monitoring Report

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG030000
Date submitted
CERTIFICATE OF COVERAGE NO. NCG03 0 0 2 6
FACILITY NAME TEAM Industries Andrews, Inc.
COUNTY Cherokee
PERSON COLLECTING SAMPLES Corey Carpentier
LABORATORY Pace Anal tical Lab Cert. # 37712
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2016
SAMPLE PERIOD X❑ Jan -June ❑ July -Dec
or ❑ Monthly' {month)
DISCHARGING TO CLASS ❑ORW ❑HQW QTrout ❑PNA
❑Zero -flow ❑Water Supply [:]SA
❑Other
PLEASE REMEMBER TO SIGN ON PAGES 2 AND/OR 3 4
❑ No discharge this period?Z
Outfall No.
Date Sample
1
Collected
(mo/dd/yr)
24-hour rainfall
amount;
Inches
Total Suspended Solids
pH,
Standard units
�
Copper.
Lead
Zinc
Non -Polar O&G/
Total Petroleum
Hydrocarbons
Total Toxic
s
Organics
Benchmarks'===>
_
-
100 mg/L or 50 mg/L4
6.0 - 9.0
0.007 mg/L
0.03'mg/L
0.067 mg/L
15 mg/L
1 mg/L
SW -A
5/20/16
0.11
< 2 . 3
6.11
<0.005
<0.005
0.0582
0.735
NA
SW-S
5/20/16
0.11
3.0
6.78
<0.005
<0.005
0.0778
0.694
NA .
1 Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance 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.
3The 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.
4 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).
&I CCE v E
JUL 18 �
1016
Permit Date: 11/1/2012-10/31/2017 ST DEIV � N pQ�ALITy Page 1 of 3 last revised 10/25/2012
E�'Miniiv13

Facilities that incorporate a solvent management plan into the Stormwa ter 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 compllance with the permit monitoring requirement for total toxic organics
(TTO), I certify that to the bast of my knowledge and belief, no dumping of concentrated toxic organics Into the stormwater or areas which are exposed to rainfall or
stormwa ter 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."
Gregory Boehm
Name (Print name)
Plant: Manager
Title (Print let
u-t.V . — •7/,y/ /f.
(Signature) (D, tei
Note; Results mustbe reported In numerical format. Do not report Below Detection Limit, BDL, ePQL, Non -detect, ND, or other slmllar 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 2, or Tier3 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 oerlodt-'
Outfa[I No.
Date Sample
Collected,
(mo/dd/yr)
24-hourralnfalI
amount,
inches
Non -polar O&G/TPH by
EPA 1664 (S[;T-HEM}
Total Suspended Solids
-
pH
Benchmarks =__>
_
-
15 mg/L
100 mg/L or 50 mg/V
6.0 —9.0Su
Footnotes from Part A also apply to this Part s
. See General Permit text, Table 5, Identifying the especially sensitive receiving water classIncatlons where the mare protective benchmark applies.
Perm`.t Date: 1111/2012-10131/2017 SWU-245, last revised 10125/2012
Page 2 of 3

Note: If you report a sample value in excess of the benchmark, you must Implement Tier 1, Ver 1, or Tier 3 responses. See Gener(1! Aerrrtlt text.
FOR PART 6AND PART B MONITORING RESULTS:
+ A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS, SEE PERMIT PART II SECTION B.
0 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART ll SECTION B.
T}ER 3: tIAS YOUR FAClt1TY HAD A OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANY ONE OUTFALL? YES ❑ NO
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mall an orj&9jofid One foor of this AMR lncludIn all "No U " reports, within 304lo s o recel t of the tab results r of tnd afmonlitoring perlo
Ip flie glue of "No Dischargc"reoorfs)tD:
VMSIDn of Water Quality
Attn: DWQCentral Files
1617 Mall 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 dfrecd esponsible for gathering the Information, the information submitted Is, to the best of my knowledge and belief, true, accurate, and complete.
am aware that the are egnillcant penalties for submitting false Information, including the posslbilf ty of fines and Imprisonment for knowing violations.`
�ft"% i" 71YA
{Signataure of Per ltee) (Data)
Permit Date; 111112032-10131/2017 SWU-245, last revised 10/25/2032
Page 3 of 3

JC6=-1�11
June 07, 2016
Brian Gant
Altamont Environmental
231 Haywood Street
Asheville, INC 28801
RE: Project: TEAM Industries Stormwater
Pace Project No.: 92298556
Pace Analytical Servlces, Inc.
2225 Riverside Dr.
Asheville. NC 28804
[phone]
Dear Brian Gant:
Enclosed are the analytical results for sample(s) received by the laboratory on May 20, 2016. The
results relate only to the samples included in this report. Results reported herein conform to the
most current TN standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
Some analyses have been subcontracted outside of the Pace Network. The subcontracted
laboratory report has been attached.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Lorri Patton
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in Tull,
without the written consent of Pace Analytical Services, Inc..
Page 1 of 19

•
aceAnWcal
WWW4mmdmb&mm
Project: TEAM Industries Stormwater
Pace Project No.: 92298556
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NCO30
North Carolina Drinking Water Certification #: 37712
CERTIFICATIONS
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 09030001
VrginiaNELAP Certification #; 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Page 2 of 18

aeeAnalyiical"
www--Facelabs mm
SAMPLE ANALYTE COUNT
Project: TEAM Industries Stormwater
Pace Project No.: 92298556
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
(82a)254-7176
Lab ID Sample ID Method
Analysts
Analytes
Reported
Laboratory
92298556001 TEAM SW -A EPA 200.7
CDF
3
PASI-A
SM 2540D
MJP
1
PASI-A
92298556002 TEAM SW-B EPA 200.7
CDF
3
PASI-A
SM 2540D
MJP
1
PASI-A
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace AnalyticaS Services, Inc..
Page 3 of 18

e
aceAnalytical
wxw PaDebb&COnr
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: TEAM Industries Stormwater
Pace Project No.: 92298556
Sample: TEAM SW -A Lab ID: 92298556001 Collected: 05/20/16 11:49 Received: 05/20/16 16:13 Matrix: Water
'Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.7 MET ICP
Analytical Method: EPA 200.7 Preparation Method: EPA 200.7
Copper
ND ug1L
5.0
1 05/23/16 18:30
05126/16 00:43 7440-50-8
Lead
ND uglL
5.0
1 06/23/16 18:30
05/26/16 00:43 7439-92-1
Zinc
58.2 ug1L
10.0
1 05/23/16 18:30
05/26/16 00:43 7440-66-6
2540D Total Suspended Solids
Analytical Method: SM 2540D
Total Suspended Solids
ND mg/L
2.5
1
05/25/16 11:39
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 06/07/2016 12:37 PM without the written consent of Pace Analytical Services, Inc.. Page 4 of 18

JOeAfWcal"
*�ntAewlabs c=
ANALYTICAL RESULTS
Pace Analytical Services, Inc-
2225 Riverside or.
Asheville, NC 28804
(828)254-7 t 76
Project: TEAM Industries Stormwater
Pace Project No.: 92298556
Sample: TEAM SW-13 Lab ID: 92298556002 Collected:- 05I2011612:02 Received: 05120/1616:13 Matrix_ Wafer
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
200.7 MET ICP
Analytical Method: EPA 200.7 Preparation Method: EPA 200.7
Copper
ND ug1L
5.0
1 05/23/16 18:30
05/26/16 00:55 7440-50-8
Lead
ND ug1L
5.0
1 05123/16 18:30
05/26/16 00:55 7439-92-1
Zinc
77.8 uglL
10.0
1 05/23/16 18:30
05/26/16 00:55 T440-66-6
2540D Total Suspended Solids
Analytical Method: SM 25401)
Total Suspended Solids
3.0 mg/L
2.5
1
05/25/16 11:40
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 06/07/2016 12:37 PM without the written consent of Pace Analytical Services, Inc,.
Page 5 of 18

ceAnWcal
r�arPaf�u-aarr
Project: TEAM Industries Stormwater
Pace Project No.: 92298556
QC Batch: MPRP/21798
QC Batch Method: EPA 200.7
Associated Lab Samples: 92295556001, 92298556002
METHOD BLANK: 1739813
Associated Lab Samples: 92298556001, 92298556002
Parameter
Units
Copper
ug/L
Lead
ug/L
Zinc
ug/L
QUALITY CONTROL DATA
Analysis Method: EPA 200.7
Analysis Description: 200.7 MET
Matrix: Water
Blank Reporting
Result Limit Analyzed
ND 5.0 05/25/16 23:13
ND 5.0 05/25/16 23:13
ND 10.0 05/26/1616A4
Qualifiers
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE:
1739814
Spike
LCS LCS % Rec
Parameter
Units
Conc.
Result % Rec Limits Qualifiers
Copper
ug/L
500
490 98 85-115
Lead
ug/L
500
456 91 85-115
Zinc
ug/L
500
448 90 85-115
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
1739815
1739816
MS
MSD
92298144005
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
Copper ug/L
25.9
500
500
499
501
95
95
70-130
0
Lead ug/L
7.4
500
500
434
432
85
85
70-130
0
Zinc ug/L
59.0
500
500
480
475
84
83
70-130
1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
1739817
1739818
MS
MSD
92298607001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
Copper
ug/L
9.6
500
500
488
491
96
96
70-130
1
Lead
ug/L
ND
500
500
438
437
87
87
70-130
0
Zinc
ug/L
41.5
500
500
462
465
84
85
70-130
1
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: 06/07/2016 12:37 PM without the written consent of Pace Analytical Services, Inc..
Page 6 of 16

arr'.pwelaascom
Project: TEAM Industries Stnmtwater
Pace Project No.: 92298556
QC Batch: WET145142
QC Batch Method: SM 2540D
Associated Lab Samples: 92298556001, 92298556002
METHOD BLANK: 1741589
Associated Lab Samples: 92298556001. 92298556002
Parameter Units
Total Suspended Solids mg/L
LABORATORY CONTROL SAMPLE: 1741590
Parameter Units
Total Suspended Solids mg1L
Pace Analytical Services, tnc.
2225 Riverside Dr.
Asheville, NC 28804
(828)264a176
QUALITY CONTROL DATA
Analysis Method: SM 2540D
Analysis Description: 2540D Total Suspended Solids
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 2.5 05/2511611:33
Spike LCS LCS % Rec
Conc. Result % Rec Limits Qualifiers
250 256 102 90-110
SAMPLE DUPLICATE: 1741591
92298646001 Dup
Parameter Units Result Result RPD Qualifiers
Total Suspended Solids mg1L 418 450 7 D6
SAMPLE DUPLICATE: 1741592
92298485001 Dup
Parameter Units Result Result RPD Qualifiers
Total Suspended Solids mg/L 13.0 14.3 10 D6
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,
Dale: 06/07/2016 12:37 PM without the written consent of Pace Analytical Services, Inc..
Page 7 of IS

aceAnalytical
w�r:a.tarn
QUALIFIERS
Project: TEAM Industries Stormwater
Pace Project No.: 92298556
DEFINITIONS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270, The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether, Styrene, and Vinyl chloride.
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 analyle is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TN -The NELAC Institute.
LABORATORIES
PASI-A Pace Analytical Services -Asheville
ANALYTE QUALIFIERS
D6 The precision between the sample and sample duplicate exceeded laboratory control limits.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 06/07/2016 12:37 PM without the written consent of Pace Analytical Services, Inc,. Page 6 of 18

aceMalytiml
iwww.pmmlolks ow
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Analytical Services, Inc,
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project:
TEAM Industries Stormwater
Pace Project No.:
92298556
Analytical
Lab ID
Sample I❑
QC Batch Method
QC Batch Analytical Method
Batch
92298556001
TEAM SW -A
EPA 200.7
MPRPI21798 EPA 200.7
ICP119558
92298656002
TEAM SW-B
EPA 200.7
MPRP121798 EPA 200.7
ICPl19558
92298556001
TEAM SW -A
SM 2540D
WET145142
92298556002
TEAM SW-B
SM 2540D
VVET145142
Date: 06/07/2016 12:37 PM
REPORT OF LABORATORY ANALYSIS
This report shall not 6e reproduced, except in full,
without the written Consent of Pace Analytical Services, Inc„
Page 9 of 18

H
Document Name:
Document Revised: 18FES2016
Sample Condition Upon Recei t(SCuR)
Page 1 of 2
Document No.:
Issuing Authority:
�Ce/ n*icaf
f
F-CHR-CS-003-rev.16
Pace Huntersville Quality Office
Page Z of 2 for Internal Use ONLY
• Client Name: Ora W� : 92298556
.f � j hr�•���'��
Courier: ❑Fed Ex -- UPS ❑USPS �1- ient
❑ Commercial []Pace ❑Dater:
❑
82298558
Custody Seat Present? Yes Na Seals Intact? ❑Yes ❑No
r - Date/Initials Person Examining Contents:
Packing Material: Bubble Wrap ❑Bubble Bags N�Wet
❑Other:
Thermometer: Gun hS SN: 15527198 ❑ Type of Ice:❑Blue❑None ❑Samples on ice, [Doling process has�n
Correction Factor: 0.0'C �Cooler Temp Corrected ('C): Biological Tissue Frozen? []Yes [:]No ❑N/A
Temp should be above free irig to 6-C
USDA Regulated Soil (/A, water sample)
Did samples originate in a quarantine zone within the United States: CA, NY, or SC (Check maps)? Did samples originate from a foreign source (interna " ally
r1Yes RNo Inchidin¢ Hawair and Puena Rica)? r1Yes o
COMMENTS:
Chain of Custody Present?
CIfes
❑Na
N/A
1.
Chain of Custody Filled Out?
El Yes
[]No
N/A
2.
Chain of Custody Relinquished?
EiYe's'
❑Na
N/A 1
3.
Sampler Name and/or Signature on COC?
. Yass/
❑No
ON/A
4,
Samples Arrived within Hold Time?
es
❑No
N/A
S.
Short Hold Time Anal Is (c7Z hr)?
Oyes
QVA
6.
Rush Turn Around Time Requested?
❑Yes
o
N/A
7.
Sufficient Volume?
Glyev
❑No
❑N/A
8.
Correct Containers Used?
Yes
❑No
❑N/A
9.
-Pace Containers Used?
UY '
❑No
QNIA
Containers Intact?
Yes
(:]No
ON/,/
10.
Filtered Volume Received for Dissolved Tests?
❑Y
❑No
N/A
11. Note If sediment Is visible in the dissolved container
Sample Labels Match COC?
Eryes
❑No
[]N/A
12.
Includes Date�me/ID/Analysis Matra: r
All containers needing acid/base preservation have been
checked?
es ❑No
/A
y
1 5��(Y
All containers needing preservation are found to be in
I
1
compliance with EPA recommendation?
(HNOs, HzSQa, HCI<2; NaOH>9 Sulf" >12 Cyanide)
Yes
No
N/A
Exceptions: VOA Conform, TOCC nd Grease
ORO/B01S (tvater) DOC,LLHg
es
❑No
�N!
Samples checked for dechlorination
❑Yes
❑No
(2 /
14.
Headspace in VOA Vials (>5-6mm)?
❑Yes
ON.
D41'pr
15.
Trip Blank Present?
❑Yes
ON o
N
16.
Trip Blank Custody Seals Present?
❑Yes
❑No
N/A
Pace Trip Blank Lot ff (if purchased):
CLIENT NOTIFICATION/RESOLUTION
Person Contacted: Date/Time:
Comments/Resolution :
Project Manager SCURF Review: C711 Date:
Project Manager SRF Review: _ ;l [- _ Date:
Note: Whenever there is a discrepancy affecting North Carolina Compliance samples, a copyof this form will be sent to the
Out of hold, incorrect preservative, out of temp, incorrect Coalalners)
Field Data Required? 13yes ONa
;a0
A -A&
Nottb Caro ina DEHNR Cert9f"uation Office (i.e.
Page 10of 18

CHAIN -OF -CUSTODY / Analytical Request Document
PaceArrafytica! • The Choin,of-Custody Is a LEGAL DOCUMENT. AM relevant melds must DO camplolod nacurolaly.
Socilan A SocUon B 5ectlon C
Requlrad Cllanl Iniorma!lon: Roqulred Preq= INormnlion: Invoioa :.nfamla;idn.
Compm+y. J tt 1-) Re.17o: ` At;enikan,
t'r� I"Z H •f YiL' f � .l li�yh � ( %!`. l •.i t_i"•`" 7 �
Psge: or
S
1996437
nddross:
Copy To:
roalpanyNanw:
REGULATORY AGENCY
Addrosc:
F NPDES i GROUNO WATER F DRINKING WATER
( UST IFRCRA f- OTHER
Ema 4 To:l
r . ,-t ►►...ti. rt,1,,.,
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Site Location
STAM:
Roquostnd Duo DafoRAT: &, ,t— .
Pre" Numtlor:
Pace Rol'a:
Requested
Analysis
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(YIN)
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DrirdOng Wawr DIN
Wator WT
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SAMPLE 10 a OL
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Sample IDs MUST BE UNIOUE Ttssuo TS
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ADOMONAL COYIAENTS BY I AFFILIATION
DATE
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SIGNATURE of SAMPLER: tµ
DATE Signed r ' ` r
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'IrnpodnoL Nole: By apninp sus Porn you we aaeplirq ParaY NET 30 rWy pnymw4 Immr rind rMPouln!I to law tlarpos of 1.0% por meNa for ap r6aces mt p kKkran 30 day.. F-ALL-0-020rov.07, 15•Moy-2007

ENCO Laboratories
Accurate. Timely. Responsive.Innovative.
4810 Executive Park Court, Suite 111
Jacksonville FL, 32216-6069
Phone: [phone] FAX: [phone]
Friday, June 3, 2016
Pace Analytical (PA007)
Attn: Lorri Patton
2225 Riverside Dr.
Asheville, NC 28804
RE: Laboratory Results for
Project Number: Team Industries Stormwater, Project Name/Desc: 92298556
ENCO Workorder(s): BZ02275
Dear Lorri Patton,
Enclosed is a copy of your laboratory report for test samples received by our laboratory on
Tuesday, May 24, 2016.
Unless otherwise noted in an attached project narrative, all samples were received in
acceptable condition and processed in accordance with the referenced methods/procedures.
Results for these procedures apply only to the samples as submitted.
The analytical results contained in this report are in compliance with NELAC standards, except
as noted in the project narrative. This report shall not be reproduced except in full, without
the written approval of the Laboratory.
This report contains only those analyses performed by Environmental Conservation
Laboratories. Unless otherwise noted, all analyses were performed at ENCO Jacksonville.
Data from outside organizations will be reported under separate cover.
If you have any questions or require further information, please do not hesitate to contact me.
Sincerely,
Chris Tompkins
Project Manager
Enclosure(s)
Page 12 of 18
FINAL This report relates only to the sample as receiver} by the laboratory, and may only be reproduced in Full. Page I of 7

OMNS eo)
www.enmlabs.com
SAMPLE SUMMARY/ LABORATORY CHRONICLE
Client ID: TEAM SW -A Lab ID: OZO2275-01 Sampled: 05/20/16 11:49 Received: 05/24/16 li:DO
Parame HolSLDilSeLme(s) Prep Datefrime(s) Analysis DatelTrme(s1
EPA 1664H 06/17/16 06/01/16 10:37 06/03/16 15:36
Client lll: TEAM SW-B Lab I0: SZ02275-02 Sampled: 05/20/16 12:02 Received: 05124/16 11:00
Parameter Hold Date/Timefs) Prep DatelTime(s) Analysis Dajg(TimeW
EPA 1664E 06/17/16 06/01/16 10:37 06/03/16 15:36
Page 13 of 18
FINAL This report relates only to the sample as received try the laboratory, and may only be reproduced in full. Page 2 of 7

CISN
www.encolabs.com
SAMPLE DETECTION SUMMARY
No positive results detected.
Page 14 of 18
FINAL This report relates only to the sampie as received by the laboratory, and may only be reproduced in full. Page 3 of 7

www.encolabs.com
ANALYTICAL RESULTS
Description: TEAM SW -A Lab Sample ID: SZ02275-01 Received: 05/24/16 11:00
Matrix: Water Sampled:05/20/16 11:49 Work Order: BZ02275
Project: 92298556 Sampled By:Client
(Classical Chemistry Parameters
^ - enCO JacksanK& certir&W Ma" [AC 44.7]
Jau
Oil & Grease (HEM -SG n Non -Polar 0.735 U
Material -
Description: TEAM SW-8
Matrix: Water
Project: 92298556
Units OFF tU P44 Rauh riglhud Analyzed Dy ref
mg/L 0.272 0.735 1.36 6FO1004 EPA 16648 06/03/16 1536 SMA
Lab Sample 10:8Z02275-02 Received: 05/24/16 11:00
Sampled:05/20/16 12:02 Work Order: BZ02275
Sampled By: Client
lCiassical Chemistry Parameters
- EACO JdcksonWA2 cerrrLaladalyf,- [MC 4421
Analvte ICAS Numberl Results Flag Units OF MDL E" Batch Method nA alvzed §y Notes
Oil & Grease (HEM-SCM Non -Polar 0,694 U mg/L 0.257 0,694 1.28 6FO1004 EPA 1664E 06/03/16 15:36 SMA
Material^
Page 15 of 18
FINAL This report r6ales only to the sampIC as weNed by the lahoratory, and may only be reproduced In full. Page 4 of 7

0SN6=0
www.encolabs.com
QUALITY CONTROL DATA
Classical Chemistry Parameters - Quality Control
Batch 6E26004 - EPA 15645
Blank (6E26OO4-BLK1)
Prepared: 05/26/2016 10:41 Analyzed: 05/26/2016 14:48
Spike Source %REC
RPD
Analyte
Result
Flao
PQL
Untlits
Level Result %REC Limits RPD
LLULt
Notes
Oil & Grease (HEM)
0.601
U
1.25
mg/L
LCS (6EZ60O4-BSI)
Prepared: 05/26/2016 10:41 Analyzed: 05/26/2016 14:48
Spike Source a/aREC
RPD
Anal vte
Result
Flag
PQL
units
Level R=ult %REC Limits RPD
Limit
Notes
Oil & Grease (HEM)
142
5.00
mg/L
153 93 78-114
LCS Dup (6526004-BSD1)
Prepared: 05/26/2016 10:41 Analyzed: 05/26/2016 14:48
Spike Source °/oREC
RPD
Ana
Ra=t
Ftaq
PQL
Units
Level Result a/oREC Limits RPD
linlit
Notes
Oil & Grease (HEM)
136
5.00
mg/L
150 91 78-114 4
18
Matrix Spike (6E26OO4-MSI)
Prepared: 05/26/2016 10:41 Analyzed: 05/26/2016 14:48
Source: BZO2279-01
Spike Source %REC
RPD
-Analvte
Result
Flag
PQL
Units
Level Result %REC Lim! RPD
liag
Notes
Oil & Grease (HEM)
58.1
1.26
mg/L
40.2 22.0 90 78-114
Batch 6F01004 - EPA 1664A
Blank (6FO1O04-BLKI)
Prepared: 06/01/2016 10:37 Analyzed: 06/03/2016 15:36
Spike Source %REC
RPD
Anal
Result
Flao
PQL
Units
Level Result a/oREC Limi RPD
limit
Notes
Oil & Grease (HEM-SG-0 Non -Polar Material
0.697
U
1.29
mg/L
LCS (6F010O4-BS1)
Prepared: 06/01/2016 10:37 Analyzed: 06/03/2016 15:36
Spike Source %REC
RPD
_Anal vte
ftg:BU1t
Fig
PQL
LIDUAS
Level Result %REC Llmits RPD
iLmft
Notes
Oil & Grease (HEM-SGT) Non -Polar Material
103.
5.00
mg/L
BO.0 129 6+132
LCS Dup (6F01OO4-BSD1)
Prepared: 06/01/2016 10:37 Analyzed: 06/03/2016 15:36
Spike Source %REC
RPD
-Analyte
Result
Flag
PQL
Units
Level Result a/oREC Lirni RPD
Limit
Notes
Oil & Grease (HEM-SGT) Non -Polar Material
95.4
5.00
mg/L
76.9 124 64-132 8
34
Matrix Spike (6FO1OO4-MS1)
Prepared: 06/01/2016 10:37 Analyzed: 06/03/2016 15:36
Source: 8ZO2246-01
Spike Source o/aREC
RPb
Anal
Result
Flag
PQL
Units
Level Result "/oREC Limi RPD
unlit
Notes
Oil & Grease (HEM-SGT) Non -Polar Material
77.2
5.03
mg/L
81.3 2-70 U 95 64-132
Page 16 of 18
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 5 of 7

09
www.e ncolahs.cam
FLAGS/NOTES AND DEFINITIONS
B The analyte was detected in the associated method blank.
D The sample was analyzed at dilution.
The reported value is between the laboratory method detection limit (MDL) and the laboratory method
reporting limit (MRL), adjusted for actual sample preparation data and moisture content, where applicable.
U The analyte was analyzed for but not detected to the level shown, adjusted for actual sample preparation
data and moisture content, where applicable,
E The concentration indicated for this analyte is an estimated value above the calibration range of the
instrument. This value is considered an estimate.
MRL Method Reporting Limit. The MRL is roughly equivalent to the practical quantitation limit (PQL) and is
based on the low point of the calibration curve, when applicable, sample preparation factor, dilution
factor, and, in the case of soil samples, moisture content.
N The analysis indicates the presence of an analyte for which there is presumptive evidence (85% or greater
confidence) to make a "tentative identification".
P Greater than 25% concentration difference was observed between the primary and secondary GC column.
The lower concentration is reported.
Page 17 of 18
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduted in full. Page 6 of 7

a
Chain of Custody
1,ace Analytical
"
k
Workorder: 92298556, Workorder-Na.me-, TEAM Industries Stormwater Results Requested Sy: 6/212016, 7 fir
Subcontract
cquestedAnalys.,
a.
Lord Patton
Pace Analytical Asheville, P.O..
2226 Riverside Dr.
'Asheville; NC - 28804
Phone [phone]
Email: lorri,[e-mail]
a YLI k
StMe of Sample"Origin: F Preserved Cwntalncrs:v
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Sample
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LAB USE ONLY
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Received on Ice (Y )Or N
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iwriday, May 2G.,2016 4:3.1:.34 PM FMT-ALL-C-002rev.00 24March20N Paqc'l of 1

ENGINEERING & H Y D R O G E O L O G Y
231 HAYWOOD STREET. ASHEVILLE. NC 28801
TEL.[phone] FAC.828.281.3351
W W W. A LTA MON TIE N Y IRON w CNT^ L.CON
July 15, 2016
Central Files I
Division of Energy, Mineral, and Land Resources RECEIVED
North Carolina Department of Environmental Quality
1612 Mail Service Center
Raleigh, North Carolina 27699-1612 JUL 18 2016
DENR-LAND QUA! ITY
Subject: Stormwater Sample Analytical Results, May 2016 STORMWATER PERWIFTING
TEAM Industries Andrews, Inc.
Andrews, Cherokee County, North Carolina
Certificate of Coverage Number NCG030026
To Whom It May Concern:
On behalf of TEAM Industries Andrews, Inc. (TEAM), Altamont Environmental, Inc. (Altamont) collected two
stormwater samples on May 20, 2016 for the referenced facility covered by National Pollutant Discharge
Elimination System (NPDES) Stormwater General Permit number NCG030000. The concentrations detected
in samples were below or within the acceptable range of the benchmark value concentrations specified in
the general permit for samples.collected from sampling locations SW -A and SW-B, with the exception of zinc
for the sample collected from SW-B. This letter provides background information and describes the methods,
findings, and conclusions regarding the stormwater sample collection and analysis.
BACKGROUND
The most recent Stormwater General Permit, which was for metal fabrication activities, was issued by the
North Carolina Department of Environmental Quality (DEQ), formerly called the North Carolina Department of
Environment and Natural Resources (DENR), with an effective date of November 1, 2012. It will expire at
midnight on October 31, 2017. This sampling event represents Sample Number 7 for the current permit.
Sample collection, as well as the report protocol for this sampling event, have followed the current permit
requirements.
The Stormwater General Permit indicates that the permlttee shall complete the analytical sampling on a
semiannual schedule at a minimum once during the first half of the year (January 1 to June 30) and once
during the second half of the year (July 1 to December 31), with at least 60 days separating sample
collection dates. This sampling event represents the compliance sampling for the first half of 2016,
The general location of the facility is indicated on Figure 1(attached). Samples have historically been
collected from the facility's two outfalls. The outfalls and samples are labeled SW -A and SW-B; the outfall
locations are identified on Figure 2 (attached).
P:\Team ind\Environmental Management\Stormwater\Semi-Annual Stormwater Reports\Stormwater Sampling Event 2016.05-
20\Ltr-DWQ_2016.5-20 SW Monitoring Results.Docx

Division of Energy, Mineral, and Land Resources, Central Files
July 15, 2016
Page 2 of 3
On May 20, 2016, Altamont mobilized to the TEAM facility to collect stormwater samples during a
measurable storm event of approximately 0.11 inches. (Note: The rainfall depth was obtained from the
National Oceanic and Atmospheric Administration [NOAA) online database records for the Andrews -Murphy
Airport gauge station.) A rainfall occurred on May 17, 2016 measuring 0.17 inches, but no rainfall -producing
discharge had occurred in the 72 hours preceding the May 20, 2016 sampling. .
The stormwater samples were collected from two outfalls labeled SW -A and SW-B (see Figure 2). Samples
were collected as indicated on the attached surface -water sampling logs from the approximate center of the
discharge streams and transferred to laboratory -supplied containers. The containers were placed in a cooler
on ice and delivered to Pace Analytical Services, Inc. (Pace) in Asheville, North Carolina for laboratory
analyses. pH was measured in the field by placing a probe within the flow of the respective outfall and was
recorded following stabilization. Altamont's Equipment Documentation & Instrument Calibration Data.Sheet
is attached.
Altamont also performed a stormwater discharge outfall (SDO) qualitative monitoring event during the
stormwater analytical sampling event. The associated SDO Qualitative Monitoring Report (SDO Report) is
attached for reference.
FINDINGS
The laboratory analytical results are summarized in the SDO Report. The samples contained concentrations
less than or within the range of the specified benchmark value concentrations for all parameters analyzed by
Pace, with the exception of zinc for the sample collected from SDO SW-B, which contained a concentration of
0.0778 milligrams per liter (mg/L). The benchmark concentration for zinc is 0.067 mg/L. The Pace analytical
report and chain -of -custody form are attached to this document.
The field measurements of pH were within the acceptable benchmark range for SW -A and SW-B. The field
measurement results are listed on the Surface Water Sampling Logs (attached), and pH is shown on the
Semi-annual Stormwater Discharge Monitoring Report (attached).
Since the sampling period in fall 2008, TEAM has implemented a toxic organic management plan (TOMP),
which is monitored by the Town of Andrews (which operates the publicly owned treatment works). Upon
implementation of the TOMP, TEAM was no longer required to analyze for total toxic organics during
semiannual stormwater monitoring events_
Given the sample clarity, a low amount of solids, and no presence of foam or oil sheen at stormwater outfalls
SW -A and SW-B, as indicated in the SDO report, no further investigation was warranted.
CONCLUSIONS
The stormwater sample results for outfalls SW -A and SW-B were below or within the range of the benchmark
value concentrations specified in the general permit for all parameters, with the exception of zinc in the
sample collected from SDO SW-B. TEAM has conducted Tier I response activities due to this exceedance of
the benchmark for zinc. The response activities included the following:
1. Conduct a stormwater inspection of the facility within 2 weeks of receiving the analytical results. A
stormwater inspection was completed on June 29, 2016. This inspection did not yield any obvious
source of zinc contributing to SDO SW-B.
2. Determine the potential causes of the exceedance. No obvious source or potential contributing
factor was discovered during the stormwater inspection.
P:\Team Ind\Environmental Management\stormwater\Semi Annual Stormwater Reports\Stormwater Sampling Event 2016.05-
20\Ltr-DWQ_2016-5-20 5W Monitoring Results.Docx

Division of Energy, Mineral, and Land Resources, Central Files
July 15, 2016
Page 3 of 3
3. Within 2 months, institute new best management practices (BMPs) to bring the concentration of the
exceeded parameter within the perrnil.ted range. Due to the cause of this exceedance being
unknown, there is not a productive BMP to implement at this time.
4. Record each instance of a Tier i response on the form provided in the Stormwater Pollution
Prevention Plan. Include the date and value of the benchmark exceedance, the inspection date, the
personnel conducting the inspection, the selected actions, and the date the selected actions were
implemented. This activity has been completed.
Altamont will perform the next analytical monitoring (in accordance with the current General Permit
analytical sampling requirements) of stormwater discharges during another representative rain event
between July 1, 2016 and December 31, 2016,
If you would like additional information, please contact the undersigned at 828.281.3350 or contact
Mr, Gregory Boehm at 828.835,4000.
Sincerely,
ALTAMONT ENVIRONMENTAL, INC.
A4�_
Brian Gant
Attachments: Figure 1—Site Location Map
Figure 2—Stormwater Discharge Outfall (SDO) Locations
Surface Water Sampling Logs
Equipment Documentation & Instrument Calibration Data Sheet
Stormwater Discharge Outfali (SDO) Qualitative Monitoring Reports
Semi-annual Stormwater Discharge Monitoring Report
Laboratory Analytical Report and Chain -of -Custody Form
cc via USPS: Mr. Gregory Boehm, TEAM Industries Andrews, Inc.
Mr. Terry Yonce, TEAM industries Andrews, Inc.
Duplicate, Central Files
P:\Team Ind\Environmental Management\Stormwater\Semi Annual Stormwater Reports\Stormwater Sampling Event 201E-05-
20\Ltr•DWQ_2016-5-20 SW Monitoring Results.Docx

�.
Site Location
'w S°ul,c ATrON�°
{ ww 131) •I662 031tl
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Site Location Map FIGURE
IW'E-G1NEEnrNG @ HvD-OGEOL�-
231 NAY,YOVD Si.EE7, AgYc,l— NC 290C1 TEAM Industries Andrews, Inc.
TEL. 020,298.3350 - C . 028.2 82.33 1
_._.,.,....,........,..,...�.. 3750 Airport Road
Andrews, North Carolina
Drawn By: Corey Carpentier Scale
Project Manager: Brian Gant Feel
Client: TEAM Industries Andrews, Inc.
Date: 7/812016 0 1,000 2,000 P:Team Ind\Environmental Managem ent\Stormwater\2015\Figure 1

NOTES:
1. OUTBOARD MARINE CORPORATION FACILITY MAP PREPARED BY PALMER'S SURVEYING, INC. DATED MAY 27, 1999.
2. ADDITIONAL DRAWING NOTES BASED ON ALTAMONT FIELD OBSERVATIONS.
H Y c G t 0 1Y
231 HAY WOOD ST2111', ASML'VIUL NC 298DI
TFI-R29.281.3356 FAC.82R.281.335i
www.allamontenvircnmental.com
DRAWN BY: WYATT EDSEL SCALE (FEET)
PROJECT MANAGER: BRIAN GANT /pp• o f40'
CLIENT: TEAM INDUSTRIES ANDREWS
DATE: 11/26/14 1, POO'
STORMWATER DISCHARGE OUTFALL (SDO) LOCATIONS
TEAM INDUSTRIES ANDREWS, INC,
3750 AIRPORT ROAD
ANDREWS, NORTH CAROLINA
FIGURE
2
PATEAM INDNENVIRONMEKTAL MANAGEMENT\STORMWATERISEMI-ANNUAL STORMWATER REPORTS\FIC RRESIFIGUR£ 2-S4 OUTFALLS LOCATIONS.OWGI

231 HAYWOOD STREEY. ASHEVILLE. NC 28801
TEL_829.201.3350 FAc.828.281.3351
W W W.ALTAMCr4T6M V I RONIP4ENTA L.COM
Surface Water Sampling Log
PROJECT NAME. Z: A4 1,,1,4.t
PROJECT NUMBER: Z/G 7. I tler
SAMPLING PERSONNEL: p„ �. t,�e„
DATE: .5/2 0116
WEATHER: 602,-
C
SAMPLE NAME: S — /4
COMMENTS: (� ��rN
fax: 11y, � /�n, `amok 74 Y..;
►. c N �ti .c T
IPv
7t
SAMPLE METHOD: GRAB SYRINGE PUMP BAILER-DISP. OTHER:
TIME
TEMP
VC)
SPECIFIC
COND.
(PS/cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1 S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 rnL PLASTIC
250 mL PLASTIC
125 mL PLASTIC
40 mL GLASS
1 L GLASS
OTHER
ff
VEGETATION: (.ad ACCESS:
Sampling Personnel Signature:
Date: .5
Notes: 'C = degrees Celsius
pS/cm = micro-Siemen per cubic centimeter
mg/L = milligrams per liter
S.U. = standard units
mV = millivotl
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
G:\Templates\GroundWater & Drilling Farms\Groundwater or Surface water\Surface Water Sampling Log -REV 1 Page 1 of i

1 , ;14
i7� J . • . s
231 14AYWE100 STREET. ASHEVILLE. NC 28801
TEL.[phone] i=AC.82a.281.3351
W WW.ALrAMONTRNYIROHMIZNTAL.COM
Surface Water Sampling Log
PROJECT NAME: 1 Eh�c�t i�,r( �J� ; r
PROJECT NUMBER: Z /� /!/G5"
SAMPLING PERSONNEL:6,,
DATE:
WEATHER: $4
f i-'0
SAMPLE NAME: (,)-Is o„r, { .�
�o ; 1n.4. �� z S� tart ,`�.
oaf 41,
SAMPLE METHOD: GRAB SYRINGE PUMP BAILER-DISP. OTHER:
TIME
TEMP
(•C)
SPECIFIC
COND.
(Ps/Cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1 S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
IZoZ
&OLI
769
5.20
6.79
55.6
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
250 mL PLASTIC
125 mL PLASTIC
40 mL GLASS
1 L GLASS
OTHER
VEGETATION: G•. ACCESS-.. fir
Sampling Personnel Signature:
Date: 0 .-le ,
/ F
Notes: "C = degrees Celsius f
pS/cm - micro-Siemen per cubic centimeter
mg/L = milligrams per liter
S.U. a standard units
mV = millivolt
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
G:\Templates\Groundwater & Drilling Forms\Groundwater or Surface water\Surface Water Sampling Log`REV 1 Page 1 of 1

Ad
a � Q
E Nc1r4EER1Nc ar H roRoc EOLocr
231 61-00b STe[tT. �yw[vr�tc. NC 28801
Tr1..828.261.3350 r.c.826.281.3331
—.w LywM hT..+1[ewr.[wr�l..eow
Equipment Documentation & instrument Calibration Data Sheet
__ _ Calibration Documentation
project Name: l�i.tii �n�`S�: 1 - Person Conducting Calibration: (1117
Project Number. 216 :2, lt/0 f Date of Calibration: 5` - 2 0 - / G
Project Location: /4-t+ •c JF A% C- Date of Field Measurements: $-- Z e �G
Equipment Documentation
Equipment or meters used to take measurements (e.g. water Wet meters, survey equipment, etc.):
Equ[ t Type
Serial Number
Brand
DBta & do150
ft Water Lave
26154
So '150•ft
Water Level
754 Jl;�S
linist
150-ft Water Level
TestweA
t50-ft Drawdow
MP30-1527
D
other
Micro TPW Turbidity Meter
Calibration Standards Instrument
Fxp Date I Serial #
Instrument Reading
0.02 NTU 1 10.0 NTU 1 1000 NTU
200601045
Initial: 0 eiO !Initial: 7• 0 Ilntiialt�t/��
jCaL
Cal: v.. 6-Llcal: to, ( /06b
ITime:s/ Time: G ; r Time:
Y51556 Mutt[oararrmter Meter
Instrument Serial Number 412L101057
` Instrument Readings
Calibration
Expiration Date
DissohredOxygen Ilnitia I: O.I ImmHg-AW.'s( 1T111eb910 l I
NA
pH 7 S.U.Sreport to 0.1
Initia'7, O
pHn1V:
Cal:7ie `)
(`j
pFimV:
Time:,
pH 4 S.U- report to 0A
S.0
Initial: Z
C4 , j
pHmV:
-
Ca[: , `
1 G(J
pHmV-
Ti me:
_ Z
�fl /
'LL� �f 7
pH 10 repro[ to
0.1.1 S.U.
Initial:
pFImV:
Ca[: �+
pHmV:
Time:���
QC* pH 7 S.U. report
10 0.1 S.U.
AM Time:
Meas:
Mid Day Time:
C ock:
PM Time:
Check:
Spec. Cond.
1413/447/84/23
QC* 84 pS/em
Initial- !
1 �-!
�AM Time:�Qt� IMeas:'
Cal:
1000
- -Mid
rime:
U. `f J,
Day Time:
�(Q
heck: --
PM Time:
QRp 240 mV I Initial: ` Cal: 261.. ITime: M4 I I I
1. Ekx1ronic equipment calibrated aocording to the manufactutees operation manual.
2. Specific Conductivity Should be calibrated according to values representative of historic range.
3. Order of Calibration IS aS fDliowS : Specific Conductivity, pH 7, pH 4, pH 10. ORP, QC checks.
4. QC Acceptable Ranges: pH +/ 0.1 S.U. and Specific Conductivity 10% of the true value. If readings are out of these ranges, meter
needs to be recalibrated-
5. * Indicates that a QC check must be performed in the morning, aftemoon, and the end of the day. or every four hours-
6. * k Indicates to choose a Speci&c Conductivity buffer of 1413, 447. 84, or 23 mS which is closest to historical readings from the project location.
P.\TeftVWe.9WW-1 9;ng FoaffiWAfzauon Data Shea! M 556-Rer 2
Page 1 of r

oa AUA
NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidanceonftllingout thisform,please visit. http.11portal.ncdennorg/web/]r/nndes•stormlVater[
Permit No.: N/-C/,2/3 0/Q/4/Q/ or Certificate of Coverage No.:
Facility Name: TEAM Industries Andrews, Inc.
County: Cherokee Phone No. 828-837-5311
lnspector: Corey Carpentier
Date of Inspection: May 20, 2016
Time of Inspection: 11:49AM
Total Event Precipitation (inches): _ 0.11"
Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the pernlit?
(See information below.)
® Yes ❑ No
Please verify whether Qualitative Monitoring must be performed during a "representative storm
event"nr 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:
of Permittee or Designee)
Page 1 of 2
SWU-242, Last modified 7/31/2013

1. Outfall Description:
Outfall No. SW -A Structure (pipe, ditch, etc.) Pipe to ditch
Receiving Stream: Welch Mill Creek
Describe the industrial activities that occur within the outfall drainage area: Roof drainage from
Manufacturing building, equipment storage, aboveground storage tanks
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: Clear with no tint
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.): No odor detected
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 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 1 is no solids and 5 is the surface covered with floating solids:
1 2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
1 2 3 4 5
7. Is there any foam in the stormwater discharge? Yes No
B. Is there an oil sheen in the stormwater discharge? Yes NO
9. Is there evidence of erosion or deposition at the outfall? Yes No
10.- Other Obvious Indicators of Stormwater Pollution:
List and describe: None ohs
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

Alia�
NCDENR
Stormwater Discharge OutfalI (SDO)
Qualitative Monitoring Report
Forguidance on filling out this form, please visit: hup://portal.ncdenr.org/web/IrInpdes-stormwater/
Permit No.:/�/ 0//Q/ f!/Q/Q/Q/ or Certificate of Coverage No.:
Facility Name: TEAKIndus-tries And[ews, Inc.
County: Cherokee Phone No. 828-837-5311
Inspector. Corey Carpentier
Date of Inspection: May 20, 2016
Time of Inspection: 12:02PM
Total Event Precipitation (inches): 0.11„
Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the permit?
(See information below.)
® Yes ❑ No
Please verify wheUter 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
01 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:
of Permittee or Designee)
Pagel of 2
Swll-242, last modiried 7/31/2013

1. Outfall Description:
Outfall No. SW-13 Structure (pipe, ditch, etc.) Pipe to ditch
Receiving Stream: Welch Mill
Creek
Describe the industrial activities that occur within the outfall drainage area: Roof drainage from
manufacturing building, equipment storage, aboveground storage tanks
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: Clear with no tint
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.): No odor detected
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 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 1 is no solids and 5 is the surface covered with floating solids:
1 2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
1 2 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 NO
9. Is there evidence of erosion or deposition at the outfall? Yes NO
10. Other Obvious Indicators of Stormwater Pollution:
List and describe: None 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, Last modified 7/31/2013

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG030000
Date submitted
CERTIFICATE OF COVERAGE NO. NCG03 0 0 2 6
FACILITY NAME TEAM Industries Andrews, Inc.
COUNTY Cherokee
PERSON COLLECTING SAMPLES Corey Carpentier
LABORATORY Pace Analytical Lab Cert. # 37712
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2015
SAMPLE PERIOD ❑ Jan -June Q July -Dec
or ❑ Monthly' (month)
DISCHARGING TO CLASS ❑ORW ❑HQW QTrout ❑PNA
❑Zero -flow ❑Water Supply ❑SA
❑Other
PLEASE REMEMBER TO SIGN ON PAGES 2 AND/OR 3 4
El No discharge this period?z
Outfall No.
Date Sam le
p
1
Collected
(mo/dd/yr)
24-hour rainfall
amount,
Inches'
TotalSuspended Solids
p H,
Standard units
Copper
Lead
Zinc
Non -Polar O&G/
Total Petroleum
Hydrocarbons
Total Toxic
5
Organics
Benchmarks =__>.
-
-
100 mg/L or 50 mg/L4
6.0 - 9.0
0.007 mg/L
0.03 mg/L
0.067 mg/L
15 mg/L
1 mg/L
SW -A
12/28/15
1.30
3.0
7.23
<0.005
<0.005
<0.010
< 5 . 0
NA
SW-B
12/28/15
1.30
<2.5
7.13
<0.005
<0.005'
<0.010
< 5 . 0
NA
1 Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance 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.
4 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).
RECEIVED
FEB 0 3 2016
DCNRt LAND QUALITY
Permit Date: 11/1/2012-10/31/2017 OTORNIAIATER PERMITTING SWU-245, last revised 10/25/2012
Page 1 of 3

• II
Facilities that incorporate a solvent management plan into the Stormwater Pollution Prevention Plan may so certify, and the requireme t for TTO monitoring
may be waived_ The solvent management plan shall include a list of the total toxic organic cornpou rids used and the other elements list d in the General
Permit. For those facilities electing to employ the TTO monitoring waiver, the discharger shall sign the following certificabon statement:
"cased upon my inquiry of the person or persons directly responsible for managing compliance with the permit monitoring requirementfor t tal toxic organics
(7ro), I certify that to the best of my knowledge and belief, no dumping of concentrated toxic organics into the stormwater or areas which are &posed t6 rainfall or
stormwater runoff has occurred since firing the last discharge monitoring report. 1 further certify that this facility is implementing the all the revisions of the
solvent management plan included in the Stormwater Pollution Prevention ?Ian-"
Gregory Boehm
Name (Print name) I j
Plant Manager E
Title
(Signature) ( ate)
I
Note: Results must be reported in numerical format,. Do not report Below Detection limit, BOL, <PQL, lion -detect, ND, or other similarnon-numerical
format. When results are below the applicable limits, th roust be re orted in the format u<XX rri L" where XX is the numerical val I pf the detection
limit, reporting limit, etc. in mg/L.
Note. If you report a sample value in excess of the benchmark, you mast implement Trer 1, Trer 2, or Tier 3 responses. see General hermit text
Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month. III
❑ No discharge this p002
.putfan No.:
Date Sample
Collected
(moldd/yr)
24-hour rainfall
amount,..
inches'
Non -polar O&G/TPH by
EPA 1664 (SGT-HEM)
T�a15i,spended.SoEids
pH
Benchmarfcs
35mg/L
10Dmg/Lor50mg/L*-
6-0-9_
SU
1
.
I
!I
it
Footnotes from Part A also apply to this Part B
" See General Permit text, Table 5, identifyingthe especially sensitive receiving water classifications where the rnore protective benchmark applies. i
Permit Date_ 11/l/201210/31/2017
� I
1
SWU 245, ast revised 3:0/25/2012
Page 2 of
1
I

Note: !f you report a sample value in excess of the benchmark, you must implement Ter 1, Tier2, or Tier 3 responses. See General
FOR PART 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 li SECTION'B.
TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FORTHE SAME PARAMETER ATANY ONE OUTFALL? YES ❑ NO
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
in the case of "No Discharge" reports)
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 afl attachments were prepared under my direction or supervision in accordance with a system
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage tf
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate,
am aware that,�here are significant penalties for submitting fafse information, including the possibility of fines and imprisonment for knowing violation
of Perrnittee)
/ e.7,�/
(Date)
text.
esigned to
e system, or
ind complete. I
f�
Permit Date:11/1/2012-10/31/2017 SWU-245, last revised 10/25/2012
Page 3 of 3

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG030000
Date submitted
CERTIFICATE OF COVERAGE NO. NCG03 0 0 2 6
FACILITY NAME TEAM Industries Andrews, Inc.
COUNTY Cherokee
PERSON COLLECTING SAMPLES Corey Carpentier
LABORATORY Pace Analytical Lab Cert. # 37712
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2015
SAMPLE PERIOD 0 Jan -June ❑ July -Deco
or ❑ Monthly' (month)
DISCHARGING TO CLASS ❑ORW ❑HQW X❑Trout ❑PNA
❑Zero -flow ❑Water Supply, []SA
❑Other
PLEASE REMEMBER TO SIGN ON PAGES 2 AND/OR 3 -->
❑ No discharge this period:
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 Petroleum
Hydrocarbons
Total Toxic
Organics5
Benchmarks =__>
_ I
-
100 mg/L or 50 mg/L4
6.0 - 9.0
0.007 mg/L
0.03 mg/L
0.067 mg/L
15 mg/L
1 mg/L
SW -A
6/30/15
0.11
11.5
6.21
<0.005
<0.005
0.124
<5.0
NA
SW-B
6 30/15
0.11
4.7
7.13
<0.005
<0.005
<0.010
<5.0
NA
' Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
z For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3The 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.
4 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).
RECEIVED
Permit Date: 11/1/2012-10/31/2017 DEWIrAND QUALITY SWU-245, last revised 10/25/2012
81ORMWATER PERMITTING Page 1 of 3

Facilities that incorporate a solvent management plan into the Stormwater Pollution Prevention Plan may so certify, and the requirementforTf'O 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 T O 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
MO),1 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."
Gregory Boehm
Name (Print name)
PI ant: Manager
Title (Pri l itle)
; i--f5-
(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 me/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 2, 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?'
Outfall No.. ;...
=
Date'Sample
.Collected)
. (mo%dd/yr)
244hourrainfall
amount,
fnches
Nan=polar 0&G/TP9 by
EPA 156d (SGT-HEM)
:Total Suspended solids
: - .. ...
-. PH
Senchmarks•-- => =
-
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 5WU-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.
R 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 11 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:
Mail an original and one copy of this DMR, including all "No Discharge" reports, within 30 days of receipt of the lab results (or 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:11/1/2012-10/31/2017
SWU-245, last revised 10/25/2022
Page 3 of 3

LABORATORY ANALYTICAL REPORT
AND CHAIN -OF -CUSTODY FORM

E NGINEERING & H Y D R O G E O L O G Y
231 HAYWOOD STREET. A5HEVILLE. NC 28801
TEL.[phone] FAC.828.28I.3351
WWW.AL.TAMOKTENYI RON M ENTAL.-COM
July 30, 2015
Central Files
Division of Energy, Mineral, and Land Resources
North Carolina Department of Environment and Natural Resources
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Subject: Stormwater Sample Analytical Results, June 2015
TEAM Industries Andrews, Inc.
Andrews, Cherokee County, North Carolina
Certificate of Coverage Number NCG030026
To Whom It May Concern:
RECEIVED
Al/if, 102915
DEtVR.LA D 0 STORMWArER DUAL/ T1NG
On behalf of TEAM Industries Andrews, Inc. (TEAM), Altamont Environmental, Inc. (Altamont) collected two
stormwater samples on June 30, 2015, for the referenced facility covered by National Pollutant Discharge
Elimination System (NPDES) Stormwater General Permit number NCG030000. The concentrations detected
in samples were below or within the acceptable range of the benchmark value concentrations specified in
the general permit for samples collected from sampling locations SW -A and SW-S, with the exception of zinc
for the sample collected from SW -A. This letter provides background information and describes the methods,
findings, and conclusions regarding the stormwater sample collection and analyses,
BACKGROUND
The most recent Stormwater General Permit for Metal Fabrication activities was issued by the North Carolina
Department of Environment and Natural Resources (DENR) with an effective date of November 1, 2012 and
will expire at midnight on October 31, 2017. This sampling event represents Sample Number 5 for the
current permit. Sample collection, as well as report protocol for this sampling event follows the current
permit requirements.
The Stormwater General Permit indicates that the permittee shall complete the analytical sampling on a
semiannual schedule at a minimum, once during the first half of the year (January 1 to June 30) and once
during the second half (July 1 to December 31), with at least 60 days separating sample collection dates.
This sampling event represents compliance sampling for the first half of 2015.
The general location of the facility is indicated on Figure 1 (attached). Samples have historically been
collected from the facility's two outfalls. The outfalls and samples are labeled SW -A and SW-B. The outfall
locations are identified on Figure 2 (attached).
P:\Toam Ind\Environmental Management\Stormwater\Semi-Annual Stormwater Reports\Stormwater Sampling Event 2015-06-
30\Ltr-DWQ_2015-06-30 SW Monitoring Results.Doc

Division of Energy, Mineral, and Land Resources, Central Files
July 30, 2015
Page 2 of 3
METHODS
On June 30, 2015, Altamont mobilized to the TEAM facility to collect stormwater samples during a
measurable storm event of approximately 0.11 inches. (Note: The rainfall depth was obtained from the
National Oceanic and Atmospheric Administration [NOAA] online database records for the Andrews -Murphy
Airport gauge station.) No rainfall occurred in the preceding 72 hours. A rainfall occurred on June 27, 2015
measuring 0.39 inches.
The stormwater samples were collected from two outfalls labeled SW -A and SW-B (see Figure 2). Samples
were collected as indicated on the attached sampling logs from the approximate center of the discharge
streams and transferred to laboratory -supplied containers. The containers were placed in a cooler on ice and
delivered to Pace Analytical Services, Inc. (Pace) in Asheville, North Carolina for laboratory analyses. pH was
measured in the field by placing a probe within the flow of the respective outfall and was recorded following
stabilization. Altamont's Equipment Documentation and instrument Calibration Data Sheet is attached.
Altamont also performed a Stormwater Discharge Outfall (SOO) Qualitative Monitoring event during the
stormwater analytical sampling event. This monitoring report is attached for reference.
FINDINGS
The laboratory analytical results are summarized in the SOO Monitoring Report (attached). The results
indicate that the samples contained concentrations less than or within the range of the specified benchmark
value concentrations for all parameters analyzed by Pace, with the exception of zinc for the sample collected
from SDO SW -A, which contained a concentration of 0.124 milligrams per liter (mg/L). The benchmark
concentration for zinc is 0.067 mg/L. The Pace analytical report and chain -of -custody form are attached to
this document.
The field measurements of pH were within the acceptable benchmark range for SW -A and SW-B. The field
measurement results are listed on the Surface Water Sampling Logs (attached) and pH is shown on the
Semi-annual Stormwater Discharge Monitoring Report (attached).
Since the sampling period in the fall of 2008, TEAM has implemented a Toxic Organic Management Plan
(TOMP), which is monitored by the Town of Andrews (who operates the Publicly Owned Treatment Works
[POTW]). Upon implementation of the TOMP, TEAM was no longer required to analyze for total toxic organics
(TTO) during semiannual stormwater monitoring events.
The SOO Qualitative Monitoring Reports did not warrant further investigation, due to sample clarity, low
amount of solids, and no presence of foam or oil sheen at stormwater outfalls SW -A and SW-B.
CONCLUSIONS
The stormwater sample results for outfalls SW -A and SW-B were below or within the range of the benchmark
value concentrations specified in the general permit for all parameters, with the exception of zinc in the
sample collected from SOO SW -A. TEAM has conducted Tier I response activities due to this exceedance of
the benchmark for zinc, which included the following:
1. Conduct a stormwater inspection of the facility within 2 weeks of receiving the analytical results. A
stormwater inspection was completed on July 16, 2015. This inspection did not yield any obvious
source of zinc contributing to SOO SW -A.
2. Determine the potential causes of the exceedance. No obvious source or potential contributing
factor was discovered during the stormwater inspection.
P:\Team Ind\Environmental Management\Stormwater\Semi-Annual Stormwater Repo rts\Stormwater Sampling Event 2015-06-
30\Ltr-DWQ_2015-06-30 SW Monitoring Results -Doc

Division of Energy, Mineral, and Land Resources, Central Files
Au ly 30, 2015
Page 3 of 3
3. Within 2 months institute new best management practices (BMPs) to bring the concentration of the
exceeded parameter within the permitted range. Due to the cause of this exceedance being
unknown, there is not a productive BMP to implement at this time.
4. Record each instance of a Tier One response on the form provided in the Stormwater Pollution
Prevention Plan (SWPPP). Include the date and value of the benchmark exceedance, the inspection
date, the personnel conducting the inspection, the selected actions, and the date the selected
actions were implemented. This activity has been completed.
Altamont will perform the next analytical monitoring (in accordance with the current General Permit
analytical sampling requirements) of stormwater discharges during another representative rain event
between July 1, 2015 and December 31, 2015.
If you would like additional information, please contact the undersigned at 828.281.3350 or contact
Mr. Gregory Boehm at 828.835.4000.
Sincerely,
ALTAMONT ENVIRONMENTAL, INC.
r
0
Brian Gant
Attachments: Figure 1—Site Location Map
Figure 2—Stormwater Discharge Outfall (SDO) Locations
Equipment Documentation and Instrument Calibration Data Sheet
Surface Water Sampling Logs
Semiannual Stormwater Discharge Monitoring Report
Laboratory Analytical Report and Chain -of -Custody Form
cc via IJSPS: Mr. Gregory Boehm, TEAM Industries Andrews, Inc.
Mr. Terry Yonce, TEAM Industries Andrews, Inc.
Duplicate, Central Files
P:\Team lnd\Environmental Management\Stormwater\Semi Annual Stormwater Reports\Stormwater Sampling Event 2015-06-
30\Ltr-DWQ, 2015-06-30 SW Monitoring Results.Doc

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• Site Location Map FIGURE
E NOIN E ER,Nc & H To t;o�Ea tocT
231 HITWoap STREET. A—EVILLE. NC 28801 TEAM Industries, Inc.
TCL.e29.261.3350 ri<.a26.281,3351 "JJ
W n WAIT A y O R T[h Y .R•FMRM T-caw 3750 Airport Road
Andrews, North Carolina
Drawn By: Carey Carpentier Scale,
Project Manager: Brian Gant Feet
Client: TEAM Industries, Inc.
Date: 7/17/2015 0 1,0m 2,000 P:Team I nd\E nviron mental man agement\5tormwater\2015\Figure 1

cn
00 N
m
NOTES:_ 0
I. OUTBOARD MARINE CORPORATION;0(0I_1�L4 MAC PREPARED BY PALMER'S SURVEYING, INC
2. ADDITIONAL DRAWING NOTES BASgDr-ON.ET NT FIELD OBSERVATIONS,
M
.u.y R q A4p:a 4N:r mar wn s€ a a a�4 a s
231 HAYWOOD STREET, ASHE UE, NC 28901
TM-928.281.3350 EAC.828.281.3351
www.altamontanrironmcntal.com
DRAWN BY: WYATT EOSEL SCALE (FEET)
FRO.IECT MANAGER: BRIAN GANT I00, 0 1001 000,
CLIENT: TEAM INDUSTRIES ANDREWS
DATE: 11/26l14 P' _ 200,
DATED MAY 27, 1999.
STORMWATER DISCHARGE OUTFALL (SDO) LOCATIONS I FIGURE
TEAM INDUSTRIES ANDREWS, INC.
3750 AIRPORT ROAD 2
ANDREWS, NORTH CAROLINA
\TEAM INS\ENVIRONMENTAL MANAGEMENT\STORMWATER\SEMI-ANNUAL STORMWATER REPORTS\FIGURES\FIGl1RE 2-SW OUTFALLS LOCATIONS .owsl

EQUIPMENT DOCUMENTATION
AND INSTRUMENT CALIBRATION
DATA SHEET

FROMM
• •
E N G t'N E E R t H 0 & H Y d R O'G E'O'L O G+Y
231 HAYW000 Sf ACET. ASHEYILLE. NC 28801
7 eL.928.191.995P V AC.92a.2at.3351
WWW.I, LT �MOf,TCNY, SON N�NTA L.G 6M
Equipment Documentation & Instrument Calibration Data Sheet
r / Calibration Documentation
Project Name: % L Iym—__Jirj_ _ Sfr�'nl' Person Conducting Calibration: C pr. y __ fa n ✓
Project Number: 2 /6 7, 03 Date of Calibration:
Date of Field Measurements:
Equipment Documentation
Equipment or meters used to take measurements (e.g. water level meters, survey equipment, etc.):
Equipment Type
Serial Number
I Brand
Date of Use
150-ft Water Level
26154
Solinist
150-ft Water Level
22754•
Solinist
150-ft Water Level
150
Testweli
150-ft Drawdown
MP30.1527
QED
Other
Micro TPW Turbidity Meter
Calibration Standards
Exp Date
Instrument
Serial #
Instrument Reading
0.02 NTU
10.0 NTU
1 1000 NTU
fAOO �LJ�anZo!
rd
0.O L —�`� i4..�'2Or�
200601045
Initial
Initial:
Initial:
Cal:
0 Z
CBI:
(�
cal:
6b(�
Time: Q L0
Time: p aD1
Tlme: G� pg
YSI 556 Multiparameter Meter
Instrument Serial Number �121_101057
Instrument Readings
Calibration
Expiration Date
❑issolved Oxygen IInitial: ICal: . 1 0. (mmHg: W �Time:o A I
I
NA
pH 7 S.U. report to 0.1
S.U.
Initial:
. OS
pHmV:
Q
b
pHmV:
Time-
pH 4 S.U. report to 0.1
S.U,
Initial: r�
pHmV:a
q
CaI�yJ
t✓ 4
pHmV:
Time:
pH 10051US�port o
lnitia[:,D.��
plim��b�
Cal: , � w
pHmV:
Time:.
QC* pH 7 S.U. report
to0.1S.U.
AM Time:
Meas,
Mid Day Time:
Check:
PM Time:
Check:
Spec. Cond,
1413//23
/cm**
Initial:
5�'
Cal:
rOv r-,
Time:
© If f
QC" 84 pS/cm
AM Time:
Meas:
Mid Day Time:
Check:
PM Time:
Check:
ORP 240 mV Ilnitlal: _ ICU
12
Time:Let OA0I
Comments:
Notes: / L
.
1. Electronic equipment calibrated accordingto the manufacturer's operation manual.
2. Specific Conductivlty should be calibrated accordingto values representative of historic range.
3. Order of Calibration Is as follows: Specific Conductivity, pH 7, pH 4, pH 10, ORP, QC checks.
4. QC Acceptable Ranges: pH f/- 0.1 S.U. and Specific Conductivity 10% of the true value. If readings are out of these ranges, meter
needs to be recalibrated.
5. * Indicates that a QC check must be performed In the morning, afternoon, and the end of the day, or everyfour hours.
6. ** Indicates to choose a Specific Conductivity buffer of 1413, 447, 84, or 23 mS which is closest to historical readings from the project location.
P:\Templates\GW-Drtlllrtg Forrns\Calibration Data Sheet YSI 556-Rev 2 Page 1 of I

1 y ® IN y
231 :HAYWO,O. ...`. . . .r.,-ASkE•V3LLE;,•NE,•2Beb1, _•. _ _ - -
'�'-T E�t:8�28'..2 81.�3 3'SO�"�" FAC�:8�2 8'. 28']':3 3 5 t-'•'•'�'---'--�'-'-'--�'
WWW. A L_'FAMQNTENV I RON ME NTAL,COM'-'
Surface Water Sampling Log
PROJECT NAME: 7W,4M
PROJECT NUMBER: 2/6,7. 0 3
SAMPLING PERSONNEL:
DATE: (0/3o
WEATHER: Clvetcwsf`7 �'" /• s
SAMPLE NAME: S w- A
COMMENTS: - ✓ [y iv+J _fur;141 -
4., I1ow S.. All a,`n f
xzw_.. L. 40k4t- a.►.�
I` pate
JS
r f!'�i^{r✓<Q
SAMPLE METHOD: GRAB SYRINGE PUMP BAILER-DISP. OTHER:
TIME
TEMP
(0C)
SPECIFIC_
COND.
(PS/CM)
DISSOLVED'
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1 S.U. -
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
C) C)
ZL4. I
� Z
CQ • Ll q
(0.2 (
f 27.E
1 �'• � j
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
250 mL PLASTIC
125 mL PLASTIC
40 mL GLASS
1 L GLASS
OTHER
VEGETATION: AL-- ACCESS:
Sampling Personnel Signature:
Date:
Notes: °C - degrees Celsius
pS/cm = micro-Slemen per cubic centimeter
mg/L = milligrams per liter
S.U. = standard units
mV = millivolt
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
G:\Templates\GW & Drilling Forms\Surface Water Sampling Log -REV 1 Page 1 of 1

231 HAYW00t) STREET. AsHEViLLE, NC 28801
TEL.[phone] FAG.828.281.3351
W W W.A LT ANON TIEN V IRON M 6NT A L_COM
Surface Water Sampling Log
PROJECT NAME: %'Eq," 7'„.1. firrn�.,1�.�'
PROJECT NUMBER: -1G , o 3
SAMPLING PERSONNEL: Corr
DATE: (D/,3C0/1S
WEATHER: C)Vcrea sif, 7 f" ;•� �tA
SAMPLE NAME: <
COMMENTS:
w
V l ;Vt �lDfi►�
+n, i�-
�D(.tJ `�
�r`�1}� d lGs� fd ✓ /,r ��
SAMPLE METHOD:
GRAB SYRINGE PUMP BAILER-DISP, OTHER:
TIME
TEMP
(°C)
SPECIFIC
COND.
(pS/cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1 S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU) ,.
COMMENTS
-7
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
250 mL PLASTIC
125 mL PLASTIC
40 mL GLASS
1 L GLASS
OTHER
VEGETATION: /D%-;
ACCESS:°mod
Sampling Personnel Signature:
Date:�—
Notes: °C = degrees Celsius
ljS/cm = micro-Siemen per cubic centimeter
mg/L = milligrams per liter
S.U. = standard units
mV = millivolt
NTU = nepheiometric turbidity units
Samples are analyzed immediately upon collection.
G:Vemplates\GW & Drilling Forms\Surface Water Sampling LogLREV 1 Page 1 of 1

SEMIANNUAL STORMWATER DISCHARGE
MONITORING REPORT

aeeAnalytieal
wwwpecelab&com
July 08, 2015
Brian Gant
Altamont Environmental
231 Haywood Street
Asheville, NC 28801
RE: Project: 2167.03 TEAM Stormwater 6130
Pace Project No.: 92256809
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Dear Brian Gant:
Enclosed are the analytical results for sample(s) received by the laboratory on July 01, 2015_ The
results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Lord Patton
[e-mail]
Project Manager
Enclosures
r
ter. NI,�
ABQRA��
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, InC.,
Page 1 of 13

a ceAnaIXicato
wwwPacetaLswr,7
Pace Analytical Services, Inc.
2225 RiversEde ❑r.
Asheville, NC 28804
[phone]
CERTIFICATIONS
Project: 2167.03 TEAM Stormwater 6130
Pace Project No.: 92256809
Charlotte Certification IDs
9800 KinceyAve_ Ste 100, Huntersviile, NC 28078 FloridalNELAP Certification #: E87627
North Carolina Drinking Water Certification #: 37706 Kentucky UST Certification #: 84
North Carolina Field Services Certification #: 5342 West Virginia Certification #: 357
North Carolina Wastewater Certification #: 12 VirginiafVELAP Certification #: 460221
South Carolina Certification #: 99006001
Ashevi le Certification IDs
2225 Riverside Drive, Asheville, NC 28804
Flodda/NELAP Certification #: E87648
Massachusetts Certification M M-NC030
North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
West Virginia Certification #: 356
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in fO,
without the written consent of Pace Analytical Services, Inc.. Page 2 of 13

acmnaljlical
wwwpaaafabscom
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Project:
Pace Project No.:
2167.03 TEAM Stormwater 6130
92256809
Analytes
Lab lD
Sample 1D
Method
Analysts
Reported
Laboratory
92256809001
SW -A
EPA 1664B
JMS
1
PASI-C
EPA 200.7
JMW
3
PASI-A
SM 2540D
MDW
1
PASI-A
92256809002
SW-B
EPA 1664B
JM5
1
PASI-C
EPA200.7
JMW
3
PASI-A
SM 25400
MDW
1
PASI-A
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 3 of 13

(��aceAnalytical"
wwwpaoel86soom
ANALYTICAL RESULTS
Project: 2167.03 TEAM Stormwater 6130
Pace Project No.: 92256809
Pace Analytical Services, Inc.
2225 Riverside Dr,
Asheville, NC 28804
[phone]
Sample: SW -A
Parameters
Lab ID: 92256809001 Collected: 06/30/15 12:00
Results Onits Report Limit DF
Received: 07/01/15 08:42 Matrix: Water
Prepared Analyzed CAS No. Qual
1664 SGT-HEM, TPH
Analytical Method: EPA 1664B
Total Petroleum Hydrocarbons
ND mg1L
5.0 1
07/08/15 09:22
200.7 MET ICP
Analytical Method: EPA 200.7 Preparation Method: EPA 200.7
Copper
ND ug1L
5.0 1
07/02/15 17:30
07/08/15 00:24
7440-50-8
Lead
ND ug1L
5.0 1
07/02/15 17:30
07/08/15 00:24
7439-92-1
Zinc
124 ug/L
10.0 1
07/02115 17:30
07/08115 00:24
7440-66-6
2540D Total Suspended Solids
Analytical Method: SM 2540D
Total Suspended Solids
11.5 mg/L
2.5 1
0710611516:52
Date: 07/08/2015 04:55 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written Consent of Pace Analytical Services, Inc -
Page 4 of 13

aceAnalytical.
www.pacelabacam
Pace Analytical Services, Inc.
2225 Riverside Dr,
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: 2167.03 TEAM Stormwrater 6130
Pace Project No.: 92256809
Sample: SW-B
Lab ID: 92256809002
Collected: 06/30/15 13:00
Received:
0710i115 08:42
Matrix: Water
Parameters
Results Units
Report Limit DP
Prepared
Analyzed
CAS No. Qual.
1664 SGT-HEM, TPH
Total Petroleum Hydrocarbons
200.7 MET ICP
Copper
Lead
Zinc
2540D Total Suspender! Solids
Total Suspended Solids
Analytical Method: EPA 16648
ND mg1L
5.0
1
07/08/15 09:22
Analytical Method: EPA 200.7 Preparation
Method: EPA 200.7
ND ugIL
5.0
1 0710211517:30
07/0611517:38 7440-50-8
ND uglL
5.0
1 07/0211517:30
07/0611517:38 7439-92-1
ND ug1L
10.0
1 0710211517:30
0710611517:38 7440-66-6
Analytical Method: SM 2540D
4.7 mglL
2.5
1
07106/1516:53
Date: 07/08/2015 04:55 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 5 of 13

,�aaeAnalXical*
www.pacelabs.mn
QUALITY CONTROL DATA
Project: 2167.03 TEAM Stormwater 6130
Pace Project No.' 92256809
QC Batch: GCSV/21866 Analysis Method: EPA 1664B
QC Batch Method: EPA 1664E Analysis Description: 1664 SGT-HEM, TPH
Associated Lab Samples: 92256809001, 92256809002
METHOD BLANK: 1503726 Matrix: Water
Associated Lab Samples: 92256809001. 92256809002
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Petroleum Hydrocarbons mg/L ND 5.0 07/08/15 09:22
LABORATORY CONTROL SAMPLE: 1503727
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Spike LCS
LCS
% Rec
Parameter
Units
Conc. Result
% Rec
Limits
Qualifiers
Total Petroleum Hydrocarbons
mg/L
20 14.6
73
64-132
MATRIX SPIKE SAMPLE:
1503752
92266144003 Spike
MS
MS
% Rec
Parameter
Units
Result Conc.
Result
% Rec
Limits Qualifiers
Total Petroleum Hydrocarbons
mg1L
ND 20
17.2
Be
64-132
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 fuh,
Date: 07/08/2015 04:55 PM without the written consent of Pace Analytical Services, Inc..
Page 6 of 13

aceAna1j cal.
www.QKekbs.com
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 26804
[phone]
Project: 2167.03 TEAM Stormwater 6130
Pace Project No.: 92256809
QC Batch- MPRPl18905
QC Batch Method: EPA 200.7
Associated Lab Samples: 92256809001
METHOD BLANK: 1501000
Associated Lab Samples: 92256809001
Parameter
Units
Copper
ug/L
Lead
ug1L
Zinc
ug/L
QUALITY CONTROL DATA
Analysis Method: EPA 200.7
Analysis Description: 200.7 MET
Matrix: Water
Blank Reporting
Result Limit Analyzed
ND 5.0 07/07/15 22:49
ND 5.0 07/07/15 22:49
ND 10.0 07/07/15 22:49
Qualifiers
LABORATORY CONTROL SAMPLE:
1501001
Spike
LCS LCS % Rec
Parameter
Units
Conc.
Result % Rec Limits Oualifiers
Copper
ug1L
500
472 94 85-415
Lead
ug1L
500
460 92 85-115
Zinc
ug1L
500
447 89 85-115
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
1501002
1501003
MS
MSD
92256946010
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qua!
Copper ug1L
ND
500
500
465
517
93
103
70-130
11
Lead ug1L
1600
500
500
2000
2070
80
95
70-130
4
Zinc ug/L
31.8
500
500
464
514
86
96
70-130
10
MATRIX SPIKE & MATRIX SPIKE DUPLICATE
1501004
1501005
MS
MSD
92257003003
Spike .
Spike
MS
MSD
MS
MSD
% Rec
Parameter Units
Result
Conc.
Cone.
Result
Result
% Rec
% Rec
Limits
RPD Qual
Copper ug1L
203
500
500
662
680
92
95
70-130
3
Lead ug1L
30.2
500
500
481
490
90
92
70-130
2
Zinc ug/L
51A
500
500
496
503
89
90
70-130
1
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: 07/08/2015 04:55 PM without the written consent of Pace Analytical Services, Inc.. Page 7 of 13

aceAnaly cal o
wwwpacera8&dam
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: 2167.03 TEAM Stormwater 6130
Pace Project No,: 92256809
QC Batch: MPRP/18906
QC Batch Method: EPA 200.7
Associated Lab Samples: 92256809002
METHOD BLANK: 1501009
Associated Lab Samples: 92256809002
Parameter Units
Copper
Lead
Zinc
ug/L
UOIL
ugll-
QUALITY CONTROL DATA
Analysis Method: EPA 200.7
Analysis Description: 200.7 MET
Matrix: Water
Blank Reporting
Result Limit Analyzed
ND 5.0 07/06/1514:30
ND 5.0 0710611514:30
ND 10.0 0710611514:30
Qualifiers
LABORATORY CONTROL SAMPLE:
1501010
Spike
LCS LCS % Rec
Parameter
Units
Conc.
Result % Rec Limits Qualifiers
Copper
ug/L
500
471 94 85-115
Lead
ug/L
500
456 91 85-115
Zinc
ug/L
500
449 90 85-115
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
1501011
MS
92256814001
Spike
Parameter Units
Result
Conc.
Copper ug/L
10.9
500
Lead ugiL
ND
500
Zinc ugiL
204
500
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1501013
MS
92256770013 Spike
Parameter Units Result Conc.
Copper ug/L ND 500
Lead ug/L ND 500
Zinc ug/L 50.7 500
1501012
MSD
Spike
MS
MSD
MS
MSD
% Rec
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
500
519
474
102
93
70-130
9
500
491
451
97
89
70-130
8
500
694
645
96
88
70-130
6
1501014
MSD
Spike
MS
MSD
MS
MSD
% Rec
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
500
537
469
107
93
70-130
14
500
505
441
101
88
70-130
14
500
563
497
102
89
70-130
12
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report Shall not be reproduced, except in full,
Date: 07/08/2015 04:55 PM without the written consent of Pace Analytical Services, Inc..
Qual
Qual
Page 8 of 13

b
aceAnalj cal
ttirw,paoalsb&c0M
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: 2167.03 TEAM Stormwater 6130
Pace Project No.: 92256809
QC Batch: WET/38616 Analysis Method: SM 2540D
OC Batch Method: SM 25400 Analysis Description; 2540D Total Suspended Solids
Associated Lab Samples: 92256809001, 92256809002
METHOD BLANK: 1502384 Matrix: Water
Associated Lab Samples: 92256809001, 92256809002
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Suspended Solids mg1L ND 2.5 07106t15 16:49
LABORATORY CONTROL SAMPLE- 1502385
Spike LCS LCS - % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Total Suspended Solids mglL 250 242 97 90-110
SAMPLE DUPLICATE: 1502386
Parameter
Total Suspended Solids
SAMPLE DUPLICATE: 1502387
Parameter
Total Suspended Solids
92256808001 Dup
Units Result Result
mg/L 12A 12.4
92257112001 Dup
Units Result Result
mg/L N0 ND
RPD Qualifiers
0
RPD qualifiers
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,
Dafe: 07/08/2015 04:55 PM without the written consent of Pace Analytical Services, Inc
Page 9 of 13

�acmnalyfical*
wwwpacelabs.mm
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALIFIERS
Project: 2167.03 TEAM Stormwater 6130
Pace Project No.: 92256809
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit
S - Surrogate
1,2-Diphenythydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether, Styrene, and Vinyl chloride.
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 6260.
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
PASS-C Pace Analytical Services - Charlotte
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 07/08/2015 04:55 PM without the written consent of Pace Analytical Services, Inc.. Page 10 of 13

aceAnalytical
wmpecawmccm
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: 2167.03 TEAM Stormwater 6130
Pace Project No.: 92256809
Lab ID
Sample ID
QC Batch Method
QC Batch Analytical Method
92266809001
SW -A
EPA 16648
GCSV121866
92256809002
SW-B
EPA 1664B
GCSV/21866
92256809001
SW -A
EPA 200.7
MPRP118905 EPA 200.7
92256809002
SW-13
EPA 200.7
MPRP/18906 EPA 200.7
92256809001
SW A
SM 2540D
WET138616
92256809002
SW-B
SM 2540D
WET138616
safe, 07/08/2015 04:55 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Analytical
Batch
ICP116968
I C P116967
Page 11 of 13

aceAnalytf�!"
L11A¢A'a.'Ie.CIjIQ$CNG
Sec'Jon A
Reaulred C6ent Irformat'ax
CHAIN -OF -CUSTODY ! Analytical Request Document
The Chain -Of -Custody IS a LEGAL' DOCUMENT, All relevant fields must be completed accurately.
Section B Section C
Rtauired Project Wormatica Invoice IrdoMudiM
IPage: I of f
M
T-
0
m
[6
t1
Comgaw Ajtamont Environmental, Inc.
Report Toc Brian Gant
Armborc Laura Butler
Addr>ws: 231 Haywood Street
Copy To:
ComwYNarno: A:tamcnt Er.v;ronmental, Inc.
REGULATORY AGENCY
Asheville; NC 28801
Add ass: 231 Haywood S Ashev Ile, NC 28801
C NPRES j— GROUND WATER i- ORINI(ING WATER
r UST r RCRA r OTHER
rJnad TOC bgant@altamontenvironmental,com
PureMse OrCW No.:
P=a quota
Reference.
Phone. [phone]_
Fax [phone]
Prajeu Name: TEAM Industries Andrews - Stormwater
Pace Pr9le'a
Site Location
Manages
STATE.
Requnsted Due Date/TAT: standard
Project NuTbe;2167.03
PaSe A'Ot'Le R
Requested'Analysis
Filtered
(M).
Section D Valid Matrix Codes
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SAMPLE CON13MONS
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SAMPLER NAME AND SIGNATURE
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SIGNATURE of SAMPLER: D�ed �r
6( 30I
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2aneAnalvficalo
' awwvpncats a.com
Document Name: Sample,Condition Upon
Receipt SCU:R -
Doctiment No.:'. `
F-ASV-CS-003-rev.14 ,
Document Revised: May 15, 2015
Page 1 of 2'
Issuing Authorities:
Pace Asheville Quality Office
Client Name: �-& njww page 2 of 2 is for Internal Use Only
Courig'r(Clrcle): 'Fed Ex UPS USPS ` tie t- ' Commercial i Pace Other
Custody Seal on CoolleriBox Present: yes no Seals intact: �sl n no
Packing Material: Bubbte Wrap Zubbfe Bags None . •Other l `
Thermometer Used iR Gun#3 - 026596 Type of Ice: Gt Blue None pies on Ice, coolfng process has begun
IR Gun #4 SN:140290M Other: I r
Temp Correction Factor: Add 1 Subtract [ ! 1
Corrected Cooler Temp.: C
Temp should,be above freezing to VC
1 Biological Tissue fs'Frozen:' Yes r N!
Comments: ;
pate and I Ill Is of Orson examining
contents:
Chain of Custod ' Ores en'
es ON,
DN,/A
1. '
Chain of Custod� Filled Out:
ea Oriel
❑NIA
2.
Chain of Custody Relinquished;
Yes -ON.
ONIA
3!
Sam ler Name 8, Signature an COC:
21.s.` ❑No
ONIA
4. '
Sam les•Arrived within Hold Time:
es ❑Now
ON/A
5.
Short Hold Time Analysis <72hr :
oyes R6
❑N/A
fi. '.
Rush Turn Around Time Requested;
Cures l
On'/A
7. t
5ufficlent Volume:
es' ON.'
❑NIA
8.
�orrect Containers Used:
-Pace Containers Used:
Yoa ❑No
ZY,1 ON.
ONIA
❑NIA
9.
contain@rs Intact:
Yes ONO
❑NIA
10.
=lltered volurhe received for Dissolved tests
Dyes ❑No
NIA
11.
;ample Labels match COC:
-Includes dateltimellDlAnal ifs Matrix:
ur.. ONo
❑NIA
12.
W containers needing preservation have been checked.
01 contalners_needing preservation are found to be In
;ompfiance watt EPA recommendation.
xceptions: VOA, coliform, TO , 0S0, I -SRO (%vater)
Yea ONO
yes a
Yes No
❑NIA
❑NIA
13,
Samples checked for deck or nation: -
es ONO
0 N/A
14.
leads ace in VOA Vials ( >6mm):
;was ON.
IA
15.
'rip Blank Present:
'rip Blank Custody Seals Present
'ace Trip Blank Lot # (if purchased):
❑Yes ONO
Oyes ONO
Hf�/A
2VIA
16.
:Bent Notification/ Resolution: Field Data Required? Y / N
Person Contacted: Date/Time:
Comments/ Resolution:
iCURF Review: Date: I I W®# • Q22568®®
SRF Review: Date:
Note: Whenever there is a discrepancy affecting North Carolina
compliance samples, a copy of this form will be sent to the North 92256809
Carolina DEHNR Certification Office ( I.e out of hold, incorrect -
preservative, out of temp, incorrect containers)
1
e
Page 13 of 13

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG030000
Datesubmitted 01/08/15,_
CERTIFICATE OF COVERAGE NO. NCG03 0 6
FACILITY NAME JELM Industries Azdrews, I
COUNTY Cherokee
PERSON COLLECTING SAMPLES Seth Goad
LABORATORY Lab Cert. # 37712
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2 014
SAMPLE PERIOD ❑ Jan -June T July -Dec
or ❑ Monthly' (month)
DISCHARGING TO CLASS ❑ORW ❑HQW X❑Trout ❑PNA
❑Zero -flow [water Supply DSA
❑Other
PLEASE REMEMBER TO SIGN ON PAGES 2 AND/OR 3 4
❑ No discharge this period?z
Outfali No.
Date Sample
Collected'
(rno/dd/yr)
24-hour rainfall
amount,
Inches3
Total Sus
Suspended Solids
PH,
Standard units
Copper
Lead
Zinc
Non -Polar O&G/
Total Petroleum
Hydrocarbons
Total Toxic
Organics.
Benchmarks
100 mg/L or, 50 mg/L
6.0 — 9.0
0.007 mg/L
0.03 mg/L
0.067 mg/L
15 mg/L
I mg/L
SW -A
11.17.14
1.73
74.3
7.21
<0.005
C0.005
<0.010
�5.0
NA
SW-B
<2.6
<0.005
0.0199
<5.0
' Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
Z For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3The 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,
4 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 10125/2012
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 T'O 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 totai toxic organics
(ITO), 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 1 further certify that this facility is implementing the all the provisions of the
solvent management plan included in the Stormwater Pollution Prevention Plan,"
Gregory Boehm --
Name (Print name)
Plant Manager
Title (Print e)
,&— — — J� b
(Signature) ate)
Note: Results must be reported in numerical format. fro not repo rC Below Detection Limit, BDL, <PQL, Non -detect, NO, or other similar non -numerical
format. When results are below the applicable limits, they must be reported in the format, "<XX m_g/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 Tr'er1, Tier2, orTrer3 responses. 5ee 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
Outfail Ito-
Date Sample
Collected= ,"
(mo/dd/yr)
24-hour rainfall
amount..,
Inches
Non•polarO&G/TPH by
EPA 1664 (SGF-HEM)
Total Suspended Solids
pH
Benchmarks = = >
-
15 mgJL
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:
0 A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART 11 SECTION B.
0 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART 11 SECTION B.
0 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 0
REGIONAL OFFICE CONTACT NAME:
Mail an original and one cony otthis DMR, including all "No Discharge" reports, within 30 days of receipt of the lab results (or 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, rider 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.
am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing vioIations."
(Signature of Permittee)
Permit Date: 11/1/2012-10/31/2017
(Date)
SWU-245, last revised 10/25/2012
Page 3 of 3

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aceAnalyiical m
WW'Wcefafu.com
November 21, 2014
Brian Gant
Altamont Environmental
231 Haywood Street
Asheville, NC 28801
RE: Project: TEAM IND 2167 11117
Pace Project No.: 92225843
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Dear Brian Gant:
Enclosed are the analytical results for sample(s) received by the laboratory on November 17, 2014.
The results relate only to the samples included in this report. Results reported herein conform to the
most current TN I standards and the faboratory's Quality Assurance Manual, where applicable, unless
otherwise toted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Lorri Patton
[e-mail]
Project Manager
Enclosures
tAC
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in fuH,
without the written consent of Pace Analytical Services, Mc..
Page 1 of 12

immPacele8s.com
Project: TEAM INC) 216711117
Pace Project No.: 92225843
Charlotte Certification IDs
9800 KinceyAve, Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Certification #: 99006001
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28&A
FloridafNELAP Certification #: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
CERTIFICATIONS
FloridaINELAP Certification * E87627
Kentucky UST Certification #: 84
West Virginia Certification #: 357
VirginialVEtAP Certification t 460221
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
West Virginia Certification #: 355
MirginiaNELAP Certification #: 460222
REPORT OF LABORATORY ANALYSES
Thts report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Paco Analytical Services, Inc.
2225 Riverside Dr
Asheville, NC 288a4
[phone]
Page 2 of 12

aceAnalytical
W"Pacelabscom
Project: TEAM IND 2167 11/17
Pace Project No.: 92225843
Lab 1D Sample ID
92226843001 SW -A
92225843002 . SW-B
SAMPLE ANALYTE COUNT
Method
EPA 1664B
EPA 200.7
SM 2540D
EPA 1664E
EPA 200.7
SM 2540D
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Analysts
Analytes
Reported
Laboratory
CLW
1
PASI-C
JMW
3
PASI-A
WRC
1
PASI-A
CLW
1
PASI-C
JMW
3
PASI-A
WRC
1
PASI-A
0
Page 3 of 12

aceAnalytical
wwwpacelabs.imm
ANALYTICAL RESULTS
Project- TEAM WD 2167 11117
Pace Project No-: 92225843
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: SW -A
Lab ID: 92225843001 Collected: 11117/14 12:55
Received: 11117114 16:02 Matrix: Water
Parameters
Results Units
Report Limit
DE
Prepared
Analyzed
CAS No. Cual
1664 SGT-HEM, TPH
Analytical Method: EPA 1664B
Total Petroleum Hydrocarbons
NO mg1L
5.0
1
11/18/14 14:01
200.7 MET 1CP
Analytical Method: EPA 200.7 Preparation Method: EPA 200.7
Copper
ND ug/L
5.0
1
1Ili 7114 20:00
11120/14 08:51
7440-50-8
Lead
ND ug/L
5.0
1
11/17/14 20:00
11/20/14 08:51
7439-92-1
Zinc
ND ug/L
10.0
1
11/17/14 20:00
11/20/14 08:51
7440-66-6
2640D Total Suspended Solids
Analytical Method: SM 2540D
Total Suspended Solids
74.3 mg1L
8.3
1
11/19/14 17:43
REPORT OF LABORATORY ANALYSIS
' This report shall not be reprpduced, except in Tull,
Date: 11 /21/2014 02:01 PM without the written consent of Pace Analytical Services, lnc.• Page 4 of 12

aceAnalytical
wwwpacefsbscom
ANALYTICAL RESULTS
Paco Analyticar Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
(B28)254-7176
Project: TEAM IND 2167 11/17
Pace Project No.: 92225843
Sample: SW-B Lab ID: 92225843002 Collected: 11/17/14 13:25 Received: 11117114 16:02 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qua]
1664 SGT-HEM, TPH
Total Petroleum Hydrocarbons
200.7 MET ICP
Copper
Lead
Zinc
2540D Totaf Suspended Solids
Total Suspended Solids
Dale: 11/21/2014 02:01 PM
Analytical Method: EPA 1664B
ND mg1L
5.0
1
11/18/1414:02
Analytical Method: EPA200.7 Preparation Method: EPA200.7
ND ug1L
5.0
1 11/17/14 20:00
11/20/14 09:04 7440-50-8
ND ug/L
5.0
1 11/17/14 20:00
11/20/14 09:04 7439-92-1
19.9 ug1L
10.0
1 11/17/14 20:00
11/20/14 09:04 7440-66-6
Analytical Method: SM 2540D
ND mg/L
2.6
1
11/1911417:44
REPORT OF LABORATORY ANALYSIS
Th1s report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 5 of 12

aceAnalyiical
wwwpecelebs.com
QUALITY CONTROL DATA
Project: TEAM IND 2167 11117
Pace Project No.: 92225843
QC Batch: GCSVI19532 Analysis Method: EPA 1664B
QC Batch Method: EPA 1664B Analysis Description: 1664 SGT-HEM, TPH
Associated Lab Samples: 92225843001, 92225843002
METHOD BLANK: 1332654 Matrix: Water
Associated Lab Samples: 92225843001, 92225843002
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Petroleum Hydrocarbons mg1L ND 5.0 11/18/14 14:00
LABORATORY CONTROL SAMPLE: 1332655
Pace Analytical Services, Inc.
2225 Riverside Dr,
Asheville, NC 28804
(828)254-71765
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Total Petroleum hydrocarbons mg1L 20 17.0 85 64-132
MATRIX SPIKE SAMPLE: 1332656
92225843001 Spike MS MS % Rec
Parameter Units Result Cone. Result % Rec Limits - Qualifiers
Total Petroleum Hydrocarbons mglL ND 20 17.9 85 64-132
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 insult
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full.
Date: 11/21/2014 02:01 PM without the written consent of Pace Analytical Services, Inc.. Page 6 of 12

aceAnalytical®
VnWcpacela6s com
Project: TEAM IND 2167 11/17
Pace Project No.: 92225843
QC Batch: MPRP/17369
QC Batch Method: EPA200.7
Associated Lab Samples: 92225843001, 92225843002
METHOD BLANK: 1332138
Associated Lab Samples: 92225843001, 92225843002
Parameter Units
Copper ug/L
Lead ug1L
Zinc ug1L
QUALITY CONTROL. DATA
Analysis Method: EPA 200.7
Analysis Description: 200.7 MET
Matrix: Water
Blank Reporting
Result Limit Analyzed
ND &0. 11/20114 07:38
ND 5.0 11120114 07:38
ND 10.0 11/20/14 07:38
Qualifiers
Pace Analytical Services, Inc.
2225 Riverside Dr,
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE:
1332139
Spike
LCS LCS % Rec
Parameter
Units
Conn,
Result % Rec Limits Qualifiers
Copper
ug/L
500
461 ' 92 85-115
Lead
ug/L
500
469 94 85-115
Zinc
ug/L
500
449 90 85-115
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
1332140
1332141
MS
MSD
92225819001
Spike
Spike
MS
MSD
MS
MSD , °16 Rec
Parameter Units
Result
Conc.
Canc.
Result
Result
% Rec
% Rec Limits RPD Qua]
Copper ug/L
16.4
500
500
471
477
91
92 70-130 1
Lead ug/L
18.9
500
600
460
464
88
89 70-130 1
Zinc ttgiL
56.5
500
500
486
490
86
87 70-130 1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
1332142
1332143
MS
MSD
92225843002
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter Units
Result
Canc.
Canc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
Copper ug/L•
ND
500
500
464
463
92
92
70-130
0
Lead ug/L
ND
500
500
460
454
92
91
70-130
1
Zinc ug/L
19.9
500
500
457
450
87
88
70-130
2
Results presented on this page are in the units Indlrated by the 'Units" column except where an altemate unit is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shell not be reproduced, except In full,
Date. 11121 /2014 02:01 PM without the written consent of Pace Analytical Services, Inc.,
Page 7 of 12

aceAnalytical
wiVwpacdabs.a m
QUALITY CONTROL DATA
Project: TEAM IND 2167 11117
Pace Project No.: 92225843
Pace Analytical Services, Inc-
2225 Riverside r1r,
Ashevllie. NC 28804
[phone]
QC Batch: WET134357 Analysis Method: SM 2540D
QC Batch Method: SM 2540D Analysis Description: 2540D Total Suspended Solids
Associated Lab Samples: 92225843001, 92225843002
METHOD BLANK: 1334358 Matrix: Water
Associated Lab Samples: 92225843001, 92225843002
- Blank Reporting
Parameter Units Result Llmit Analyzed Qualifiers
Total Suspended Solids mg1L ND 2.5 11/19/14 17:37
LABORATORY CONTROL SAMPLE: 1334359
Spike LCS LCS % Rec
Parameter Units Cone. Result % Rec. Limits Qualifiers
Total Suspended Solids mglL 250 246 9B 90-110
SAMPLE DUPLICATE: 1334360
92226190001 Dup
Parameter Units ' Result Result RPD Qualifiers
Total Suspended Solids mg1L 204 206 1
SAMPLE DUPLICATE: 1334361
92225830001 Dup
Parameter Units Result Result RPD Qualifiers
Total Suspended Solids mglL 6.8 ND
Results presented on this pago 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: 11121 /2014 02:01 PM without the written consent of Pace Analytical Services, Inc., Page 8 of 12

aceAnalytical
va»vpecefsbscon
QUALIFIERS
Project: TEAM IND 216711117
Pace Project No_-. 92225843
DEFINITIONS
Pace Analytical Services, Inc_
2225 Riverside Dr
Asheville, NC 28804
[phone]
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes in sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL- Practical Quantitation Limit
RL- Reporting Limit.
S - Surrogate
1,2-Dipheny1hydrazine (8270 listed analyte) decomposes toAzobenzene.
Consistent with EPAguidelines, unreunded 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.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Acid preservation may not be appropriate for 2-ChloroethyMnyl ether, Styrene, and Vinyl chloride.
Pace Analytical is TNl accredited. Contact your Pace PM for the current list of accredited analytes-
TNI - The NELAC Institute.
LABORATORIES
PASI-A Pace Analyficat Services - Asheville
PASI-C Pace Analytical Services - Charlotte
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
Date: 11/2112014 02:01 PM vAthoul the written consent of Pace Analytical Services, Inc., Page 9 of 12

aceAnaVical o
www,pacelabs.com
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: TEAM IND 21B7 11117
Pace Project No.: 92225843
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Lab ID Sample [D QC Batch Method QC Batch Analytical Method
92225843001
SW -A
EPA 1664E
GCSVI19532
92225843002
SW-B.
EPA 1664E
GCSVI19532
02225843001
SW -A
EPA 200.7
MPRPI17369 EPA 200.7
92225843002
SW-B
EPA200.7
MPRP/17369 EPA200.7
92225843001
SW -A
SM 25401)
WETI34357
92225843002
SW-13
SM 2540D
WET/34357
Date: 11/21/2014 02:01 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be'reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Analytical
Batch
ICP115649
ICP115649
Page 10of12

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Document Name: Sample Condition upon
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Client Name:_ _AL������
Courier (Circle): Fed Ex UPS , USPS Clfe t Commercial Pace Other
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Gammen_tsl Resolution:
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Note: Wheneve• there Is a discrepancy affecting North Carolina
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W4 922258
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Page 12 of 12

%
E'EV G:ENE R'1.N.G:: 8t H:Y []'R O_G-E~ 4 L-� GAY."
231 HAYWOOD STREET, ASHEVILLE, NC 26801
TEL.[phone] E=Ac.828.281.3351
WW W. A LT AMON TEN Y I RON M ENT AL. CO M'
January 8, 2015
Central Fifes
Division of Energy, Mineral, and Land Resources
North Carolina Department of Environment and Natural Resources
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Subject: Stormwater Sample Analytical Results, November 2014
TEAM Industries Andrews, Inc.
Andrews,'Cherokee County, North Carolina
Certificate of Coverage Number NCG030026
To Whom It May Concern:
Rt�,C,j�l
� vE
JA�]
15 ?pj5
S RMwA �ND Q�ACI
R pERM1 vG
On behalf of TEAM Industries Andrews, Inc. (TEAM), Altamont Environmental, Inc. (Altamont) collected two
stormwater samples on November 17, 2014, for the referenced facility covered by National Pollutant
Discharge Elimination System (NPDES) Stormwater General Permit number NCG030000. The
concentrations detected in samples were below or within the acceptable range of the benchmark value
concentrations specified in the general permit for samples collected from sampling locations SW A and
SW B, with the exception of total suspended solids (TSS) for the sample collected from SW -A. This letter
provides background information and describes the methods, findings, and conclusions regarding the
stormwater sample collection and analyses.
BACKGROUND
The most recent Stormwater General Permit for Metal Fabrication activities was issued by the North Carolina
Department of Environment and. Natural Resources (DENR) with an effective date of November 1, 2012 and
will expire at midnight on October 31, 2017. This sampling event represents Sample Number 4 for the
current permit. Sample collection as well as report protocol for this sampling event follows the current
permit requirements.
The Stormwater General Permit indicates that the permittee shall complete the analytical sampling on a
semiannual'schedule at a minimum, once during the first half of the year (January 1 to June 30) and once
during the second half (July 1 to December 31), with at least 60 days separating sample collection dates.
This sampling event represents compliance sampling for the second half of .2014.
The general location of the facility is indicated on Figure 1(attached). Samples have historically been
collected from the facility's two out -falls. The out -falls and samples are labeled SW A and SW B. The outfall
locations are indicated on Figure 2 (attached).
P:\Team Ind\Environmental Management\Stormwater\Semi-Annual Stormwater Reports\Stormwater Sampling Event 2014-11-
17\Ltr-DWQ_2014-11-17 5W Monitoring Results.Doc

Division of Energy, Mineral, and Land Resources, Central Files
)anuary 8, 2015
Page 2 of 3
METHODS
On November 17, 2014, Altamont mobilized to the TEAM facility to collect stormwater samples during a
measurable storm event of approximately 1.73 inches. (Note: The rainfall depth was obtained from the
National Oceanic Atmospheric Administration [NOAA] online database records for the Andrews --Murphy
Airport gauge station.) A preceding rainfall occurred on November 6, 2014 measuring 0.57 inches.
The stormwater samples were collected from two outfalls labeled SW A and SW B (see Figure 2). Samples
were collected as indicated on the attached sampling logs from the approximate center of the discharge
streams and transferred to laboratory -supplied containers. The containers were placed in a cooler on ice
and delivered to Pace Analytical Services, Inc. (Pace) in Asheville, North Carolina for laboratory analyses. pH
was measured in the field by placing a probe within the flow of the respective outfall and was recorded
following stabilization. Altamont's Equipment Documentation and Instrument Calibration Data.Sheet is
attached.
Altamont also conducted a Stormwater Discharge Outfall (SDO) Qualitative Monitoring event during the
stormwater analytical sampling event. This monitoring report is attached for reference.
FINDINGS
The laboratory analytical results are summarized in the SDO Monitoring Deport (attached). The results
indicate that the samples contained concentrations less than or within the range of the specified benchmark
value concentrations for all parameters analyzed by Pace, with the exception of total suspended solids (TSS)
for the sample collected from SDO SW -A, which contained a concentration of 74.3 milligrams per liter
(mg/L). The TSS benchmark concentration for TSS is 50 mg/L for sites discharging to a water body
classified as a trout stream. Welch Mill Creek is designated as a trout stream. The Pace analytical report
and chain -of -custody form are attached to this document.
The field measurements of pH were within the acceptable benchmark range for SW A and SW B. The field
measurement results are listed on the Surface Water Sampling Logs (attached) and pH is shown on the
Semi-annual Stormwater Discharge Monitoring Report (attached).
Since the sampling period in the fall of 2008, TEAM has implemented a Toxic Organic Management Plan
(TOMP), which is monitored by the Town of Andrews (who operates the Publicly Owned Treatment Works
[POTWI). Upon implementation of the TOMP, TEAM was no longer required to analyze for total toxic organics
(TTO) during semiannual stormwater monitoring events.
The SDO Qualitative Monitoring Reports did not warrant further investigation, due to sample clarity, low
amount of solids, and no presence of foam or oil sheen at stormwater outfalls SW A and SW B.-
CONCLUSIONS
The stormwater sample results for outfalls SW A and SW B were below or within the range of the benchmark
value concentrations specified in the general permit for all parameters, with the exception of TSS in the
sample collected from SDO SW -A. This sampling point consists of a shallow depression and it is likely that
during sample collection, sediment was inadvertently introduced to the sample container from the shallow
depression. However, TEAM will undertake Tier I response activities due to this exceedance of the
benchmark for TSS, which include the following.
1. Conduct a stormwater inspection of the facility within two weeks of receiving the analytical results. A
stormwater inspection was completed on December 12. This inspection did not yield any source of
sediment contributing to SDO SW -A.
P:\Team Ind\Environmental Management\stormwater\Semi-Annual Stormwater Reports\Stormwater Sampling Event 2014-11-
17\Ltr-DWQ_2014-1117 SW Monitoring Results.Doc'

Division of Energy, Mineral, and Land Resources, Central Files
January 8, 2015
Page 3 of 3
2. Determine the potential causes of the exceedance. Altamont believes the cause of the exceedance
to be due to the inadvertent introduction of sediment from the sampling point, which consists of a
shallow depression.
3. Within two months institute new BMPs to bring the concentration of the exceeded parameter within
the permitted range. Due to the cause of this exceedance, new BMPs should not be necessary.
4. Record each instance of a Tier One response on the form provided in the SWPPP. Include the date
and value of the benchmark exceedance, the inspection date, the personnel conducting the
inspection, the selected actions, and the date the selected actions were implemented. This activity
has been completed.
Altamont will conduct the next analytical monitoring (in accordance with the current General Permit
analytical sampling requirements) of stormwater discharges during another representative rain event
between January 1, 2015 and June 30,- 2015.
If you would like additional information, please contact the undersigned at 828.281.3350 or contact
Mr. Gregory Boehm at 828.835.4000.
Sincerely,
ALTAMONT ENVIRONMENTAL, INC.
Brian Gant
Attachments: Figure 1—Site Location Map
Figure 2--Stormwater Discharge Outfall (SDO) Locations
Equipment Documentation and Instrument Calibration Data Sheet
Surface Water Sampling Logs
Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Semiannual Stormwater. Discharge Monitoring Report.
Laboratory Analytical Report and Chain -of -Custody Form
cc via LISPS: Mr. Gregory Boehm, TEAM Industries Andrews, Inc.
Mr. TerryYonce, TEAM Industries Andrews, Inc.
Duplicate, Central Files
P:\Team Ind\Environmental Management\Stormwater\Semi-Annual Stormwater Reports\Stormwater Sampling Event 2014-11-
17\Ltr-DWQ_2014-11-17 SW Monitoring Results. Doc

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NOTES:
I. OUTBOARD MARINE CORPORATION FACILITY MAP PREPARED BY PALMER'S SURVEYING, INC. DATED MAY 27, 1999.
2. ADDITIONAL DRAWING NOTES BASED ON ALTAMONT FIELD OBSERVATIONS.
231 HAYWOM STREET, AZfEVLLL9, NC 2IIA01
T5L828.291.3356 FAC.92R.211.3351
www, al iamonrcnv u vamenrol. c=
DRAWN BY: WYATT EDSEL SCALE (FEET)
PROJECT MANAGER: BRiAN GANT t00' 0 tk0'
CLIENT: TEAM INDUSTRIES ANDREWS
DATE; 0/26f14 1 r = zoo•
STORMWATER DISCHARGE OUTFALL (SDO) L
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Te L.82e.281.3350 FAc.828.281,3351
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Equipment Documentation & Instrument Calibration Data Sheet
Calibration Documentation
Project Name: T WjMftPerson Conducting Cali ratio :
Project Number: Date of Calibration: 0 47aoj
Project Location: t _ it le Date of Field Measurements: .1.1t.11LI
Equipment Documentation
Equipment or meters used to take measurements (e.g. water level meters, survey equipment, etc.):
ment Type
F
Serial Number1
Brand
Date of Use
150-ft Water Level
26154
Solinist
150-ft Water Level
22754
Solinist
150-ft Water Level
150
Testwell
150-ft Drawdown
MP30-1527
QED
Other
M1cTDTPW Turbidity Meter
Calibration Standards
Exp Date
Instrument •
Serial #
Instrument Reading
0.02 NTU
10.0 NTU
1000 NTU
200601045
Initial:
Initial:
Initial:
Cal:
Cal'
Cal:
Time:
Time:
Time:
YSI 556 Multiparameter Meter
Instrument Ser-NNumber 12L101057
Instrument Readings
Calibration
Expiration Date
Dissolved Oxygen
Initi
Cal: Time: +
NA
TI
pH 7 S.U. report to 0..1
Initi
�'
pHmV:
Cal:
pHmV:
Time—
��rIC� 9•C
s U.
-c7
pH 4 S.U. report to 0-1
lnit
pHmV:
Cal:
pHmV:
Ti
Sa
pi! 10 S.U. report to
Initial:
pHmV:
Cal:
pHmV:
Time:
aJsu
/0
(0.01
30;-
QC* pH 7 S-U. report
AM Time:
Meas:
7
Mid Day Time:
Check:
PM Time:
Check:
�avr��et(t
to 0-1 S.1/
�3�
o
L.=fir_
Spec- Cond.
Initial:
Cal:
Time:
jr /447/84/23
)Ole
!`�iJ �
a12rw!L
1:V M opts
dab ps/cm**
QC*84pS/cm
AM Time:
Meas.
Mid Day Time:
Check:
PM7ime:
Check:
ORP 240 mV Init i CaI: �'
7rme:
0013
1. EWronic equipment calibrated according to the manufacturer's operation manual.
2. Specific Conductivity should be calibrated according to values representative of historic range.
3.Order of Calibration is as follows: Specific Conductivity, pH 7, pH 4, pH 10, ORP, QC checks.
4. QC Acceptable Ranges: pH +/- 0.1 S.U. and Specific Conductivity 10% of the true value. If readings are out of these ranges, meter
needs to be recalibrated.
5. * Indicates that a QC check must be performed in the morning, afternoon, and the end of the day, cr everyfour hours.
6. ** Indicates to choose a •Specific Conductivity buffer of 1413, 447, 84, or 23 mS which is closest to historical readings from the project location.
P:\Templates\GW-Drilling Forms\Calibratlon Data Sheet YSI 556-Rev 2 Page I of l

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TFL.82S.261.335a FAc.,62S.281.3351
WWW.Al-TAMONTr NVTRnNM�rv-rAL.coin
Surface Water Sampling Log
PROJECT NAME: TEAM Ind. DATE: //
PROJECT NUMBER:2167 WEATHE : 6verCk5i—
SAMPLING PERSONNEL: 14e+tieFi �ef�
SAMPLE NAME: <10—h
COMMENTS: *rjc�ter
/ow 4v; b;
SAMPLE METHOD: GRAB SYRINGE PUMP . BAILER-DISP. OTHER:
TIME
TEMP
(0C)
SPECIFIC
COND.
(PS/cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1 S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
T2
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
250 mL PLASTIC
1.
Metals 2003
1 L PLASTIC
1
TSS
40 mL GLASS
1 L GLASS
Oil and Grease
OTHER
VEGETATION:1''wA1f,i k ACCESS:
Sampling Personnel Signature: Date: 41o- Lq
Notes: 'C = degrees Celsius
pS/cm = micro-Siemen per cubic centimeter
mg/L = milligrams per liter
S.U. = standard units
mV = millivolt
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
P:\Templates\GW & Drilling l=orms\Surface Water Sampling Log_REV l.xlsx Page 1 of 1

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Surface Water Sampling Log
PROJECT NAME: - ' Grp, DATE I I --T L+
PROJECT NUMBER: Zl WEATHER: OueCcr5'� C1S
SAMPLING PERSONNEL:�o
SAMPLE NAME _ w— -
COMMENTS: /1
SAMPLE METHOD: GRAB SYRINGE PUMP BAILER-DISP. OTHER:
TIME
TEMP
(0C)
SPECIFIC
COND.
(pS/cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
01 S_U_
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
SAMPLING CONTAINER
NUMBER OF'CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
250 mL PLASTIC.c,tg
Zee,
ELASTIC JL
S
40 m L GLASS
1 L GLASS
'Z
Ole -
OTHER
VEGETATION: iVcw!j ACCESS: II
piing Personnel Signature:
Notes: °C � degrees Celsius
i1S/cm = micro-Siemen per cubic centimeter
mg/L = milligrams per liter
S.U. = standard units
mV = millivolt
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
Date: t I l f-th
G:\Templates\GW & Drilling Forms\Surface Water Sampling Log -REV 1
Page 1 of I

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Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form, please visit. h=:/Jportal.iicdenr.org/web/lr/npdes-stormwater/
Permit No.: N/C/ 0/ 3 / 0/ 0/ 0/ 0/ 0/ or Certificate of Coverage No.:
Facility Name: TEAM Industries Andrews, Inc.
County: Cherokee Phone No. 828-837-5311
Inspector: Seth Goad
Date of Inspection: November 17, 2014
Time of Inspection: 12:55
Total Event Precipitation (inches): 1.73
Was this a "Representative Storm Event" or "Measureahle 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 "measureahle 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 "measureahle 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.
8y this signature, I cel g` .Lat this rep*,t)�'accurate d complete to the best of my knowledge:
(Signature of K&Aittee or Designee)
Pagel of 2
5WU-242, Last modified 7/31/2D13

1. , Outfall Description:
Outfall No. SW A Structure (pipe, ditch, etc.) Pipe to ditch
Receiving Stream: Welch Mill Creek '
Describe the industrial activities that occur within the outfall drainage area: Roof drainage,
g.UW rent stQragg, aboveground storage tanks
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: light Brown
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.): None_
4. Clarity: Choose the number which best describes -the clarity of the discharge, where i is
clear and 5 is very cloudy:
1 2 3 4 S
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 2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy: .
1 2 3 4 5
7. Is there any foam in the stormwater discharge? Yes No
B. Is there an oil sheen in the stormwater discharge? Yes No
9, Is there evidence of erosion or deposition at the outfall? Yes - No
10, Other Obvious Indicators of Storrnwater Pollution:
List and describe None
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

NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out thisform, please visit: htW://portal.ncdennorgJweb/it/npdes-stormwater/
Permit No.: N/C/ 0/ 3 / 0/ 0/ 0/ 0/ 0/ or Certificate of Coverage No.:
Facility Name: TEAM Industries Andrews, Inc.
County: Cherokee- _ _—Phone No. 828-837-5311
Inspector. Seth, Goad
Date of Inspection: November 17, 2014
Time of Inspection:
Total Event Precipitation (inches): 1.73
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, I certify yh4 this report is,*cc#ate and implete to the best of my knowledge:
(Signature of Permitt!6Y-tir Designee) v ' ... -
Page 1 of 2
SWU-242, Last modified 7/31/2013

I. Outfall Description:
Outfall No_ SW B Structure (pipe, ditch, etc.) Pipe to ditch
Receiving Stream: Welch Mill Creek
Describe the industrial activities that occur within the outfall drainage area: Roof drainage.
equipment storage. aboveground storage tanks
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: Light Brown _
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.): None
4, Clarity: Choose the number which best describes the clarity of the discharge, where-1 is
clear and 5 is very cloudy:
1 2 3 4 S
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 2 3 4 S
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 2 3 4 5
7. Is there any foam in the stormwater discharge? Yes No
B. Is there an oil sheen in the stormwater discharge? Yes No
9. Is there evidence of erosion or deposition at the outfaIl? Yes No
10. Other Obvious Indicators of Stormwater Pollution:
List -and describe None
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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Semi-annual Stormwater Discharge Monitoring_ Report
for North Carolina Division of Water Quality General Permit No. NCG030000
Date submitted �LL&
CERTIFICATE OF COVERAGE NO. NCG030 SAMPLE COLLECTION YEAR. ::w�
FACILITY NAME ��1 n , totf/„ ttr � _ SAMPLE PERIOD Vlan-June ❑ July -Dec
COUNTY &Iqwkte or ❑ Monthly' month
PERSON COLLECTING SAMPLES - ARGING TO CLASS ❑ORW ❑HQW [-]Trout❑PNA
LABORATORY arf 4.-ZrZ j Lab Cert. if ^-TfEC�I� ❑Zero -flow Dwater Supply ❑SA
Comments on sample collection or analysis: AUG14 2014 []Other G
CENTRAL FILES PLEASE REMEMBER TO SIGN ON PAGES 2 AND/OR 3 -7
Part A: Stormwater Benchmarks and Monitoring Results DWQ194G
❑ No discharge this period?'
r k
Ovtfall No:
gate Sample
i
Collected
(mo/dd/yr)
24-hour rainfall
amount,
lnches�
Total Suspended Solids
pH,
;
Standard units.
I
Kopper
Lead
Zinc
Non -Polar O&Gt
Total Petroleum
Hydrocarbons
Total Toxic
s
Organics
Benchmarlcs=��>
_
-
100 img/Lor50 mg/l4
-6.0-9:0
0:007,mg/L:`
'0:03img/L
0:067.mg/L
15 mg/L
11mg/L
0j&11 ors 1
76v�l
."T1
NO
s;
Arlo
/V/V
A//0
Nlo
'Monthly sampling (instead of semi-annual) must begin with the second consecutive bench marlc exceedance for the same parameter at the same outfall.
z For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3The 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 benchmarlc 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 CPR 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 CPR 469.22; and for cathode ray
tube manufacture use the definition found in 40 CPR 469.31).
Permit Date:11/1/2012-10/31/2017
5WU-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 forma n aging compliance with the permit monitoring requirement for total toxic organics
(TTD), 1 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 thatthis facility is implementing the all the provisions of the
solvent management plan included in the Stormwater Pollution Prevention Plan."
Name (Print name)
Title (Print title)
(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,11OX mgf U', 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 2, or Tier 3 responses. See General Permit text.
y
Part B- Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month.
[] No discharge this period?`
Outfall No.
Date Sample;, ';.
Collecteif 1
(mo/ddlyr) �
;;"24'=hour. rainfall
amount,,
3 -
ln�iies �
Non -polar O&G/TPH•by
EPA 166A (5GT-HEM)
,Total Suspended!Solids
pH
Benchmarks ==_>
_
'15 mg/L
'100 mg/L or:SOimg/ 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: 1111/2012-10/31/2017 5WU-245, fast revised 1.0/25/2012
Page 2 of 3

Note: !f 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 BENCH MARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• 2 EXCEEDANCES IN A RDW 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 ANY ONE OUTFALL? YES ❑ NO ❑ IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
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
Permit Date: 11/1/2012-10/31/2017
(Date)
SWU-245, last revised 1D/25/2012
Page 3 of 3

MCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance onfilling out thisform, please visit: hup.1jportai.ncdenr.org/weltIwgjwsIsm/npidessw#tab-4
Permit No.: iV/ /_/_/_/_/_/_/_/ or Certificate of Coverage No.: NlQ/G/G /3/
Facility Name: Orr-ri,, /bj,Ti¢1 pf� M, ,,
County: _
Inspector:
W4,4 9 Phone No. Kw- W Vy/Y
Date of Inspection: 7 /4~/
Time of Inspection: IT
Total Event Precipitation (inches): -71
Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the permit?
(See information below.)
E/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
i 0.1 inches has occurred. A single storm event may contain Lip to 10 consecutive hours of no i
precipitation.
i
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 shot -ter
interval is representative for local storm events during the sampling period, and the permittee
1 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:
(Signature of Permittee or Designee)
Page 1 of 2
SWU-242, Last modified 10/25/2012

1. Outfall Description:
Outfall No. TI Structure (pipe, ditch, etc.) _ 901k -
Receiving Stream:
Describe the industrial activities that occur within the outfall drainage area:
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: C l kr',. A,�h! Ti,41
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc-):
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy_
671 2 3 4 5
5. Roating 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) 2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
0 2 3 4 5
7. Is there any foam in the stormwater discharge? Yes
8. Is there an oil sheen in the stormwater discharge? Yes
9. Is there exridence of erosion or deposition at the outfall? Yes
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 he indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
SWU-242, Last modified 10/25/2012

STORMWATER FACILITY
INSPECTION EVALUATION FORM
ARCELORMITT AL
NEWTON, NC
Date: 74,11
Inspector: P,, d HG)riz
s�fr"i
Weather Conditions (indicate any recent precipitation and current conditions, conduct inspection under dry weather
conditions): p
DIRECTIONS: Check areas below For pollutant impacts on stonnNvater, If the condition of an area is not
acceptable, note why and list corrective actions to be taken. Documental] follow-up action. Maintain record of
inspection by filing this document in Appendix F of SWP3.
'•`A. t v a
•c i it !Ai-e
io-
_ Condit n
s:
•inmenfs nrk.
•Co W ��:`.
`-- - -
- - -
- aired to :Correct =: •iC.`•`•' k
nd
Acce••table .-
1. Indoor- MetalFabrication Area
• Verify no shills
• Verify no dischaegeto stormwater
2. Truck Leading Area
• Verify SMPs in place, spill cleanup
- Verify no discharge to stormwater
3. Metal Storage
• I3ousekeeping
• Vcrify no discharge to stormwater
4. Cornpactor Dumpster
/
- Verify BMP's in place: Containment
intaei
5. Outfall 001 - check for
• Dry weather flow
• Color, sheen, foam staining, etc.
• Nan-stormwater discharges
• Erosion
NOTES:1. Follow —up inspection required for any conditions found not acceptable.
2. Desorption of potential pollutants and pollution preventionmeasuresand control in Stormwater
Pollution Plan (SWP3) to be revised in accordance with inspections.
NaiTative description of stormwater control system, outdoor plaeit equipment and systems:
Inspector's Signature: Date:.
Title: _ . __ �furt i F+l,,b4tJvl

PACE NO. �2
DAILY 18AE9f,ALL RECORD
SITE, ----
DATE
TIATE
RAINFALL (INC-1ES)
MEASURED BY
v
2
wer {(irrr rd- 1"7 /G_k / U�
p
4-
5
6
7
O
9
10
3-T r4�H v/ 1
11 �17L
12
13
14
15
16
17
18
19
20
21
22
23 --
_-
—
24
25
26
27
2$
29
I
30
31
NOTE: Rend gauge at roughly the same time each day. Empty gauge after reading.

PACE NO./
DAILY RAINFALL RECORD
SITE-. --- illi (( LF A1` I AlI""1 - ...._....,.....__....,_.
MONTH , YEAR 20/h
DATE
TIME
RAINFALL (INCHES)
MEASURED BY
1
�
�-
2
O
3
D
4
Q
5
[rj
6
Q
7
v
8
.3S
9
b
14
p
11
�j
12
13
14
p
15
16
0
17
18
0
19
20
p
21
22
23
24
. I
25
r
26
27
29
Q
29
30
31
—
NOTE: Read gauge at roughly the same time each day. Empty gauge after reading.