NCG030026_COMPLETE FILE - HISTORICAL_20180815

STaRMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
DOC TYPE
DOC DATE
❑ HISTORICAL FILE
r MONITORING REPORTS
❑ 201fl o�3 is
YYYYMMDD

Energy, Mineral
and Land Resources
e NviHuNMENTAL (QUALITY
August 15, 2018
Team Industries -Andrews Inc
Attention: Terry Yonce
3750 Airport Road
Andrews, North Carolina 28901
Subject: Compliance Evaluation Inspection
Permit: NCG030026
Cherokee County, North Carolina
Dear Yonce:
ROY COOPER
Governor
MICHAM, S. REGAN
Secretary
WILLIAM E. VINSON, !R
Interim Director
Enclosed please find a copy of the Compliance Evaluation Inspection Report for the inspection I conducted at
the subject facility on August 9, 2018.
The report should be self-explanatory; however, should you have any questions concerning this report,
please do not hesitate to contact me at [phone] or by email at [e-mail].
ncdenr.gov.
Enclosure: Inspection Report
Sincerely,
Isaiah. Reed, CEPSCL MS4CECI
Environmental Specialist
Land Quality Section
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
2090 US 70 Highway I Swannaooa, NC 28778-8211
828 296 4500 T

Permit: NGG030026
sac:
County: Cherokee
Region: Asheville
Contact Person: Terry Ycnce
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
A
compliance Inspection Report
Effective: 11/16/17 Expiration: 10/31/18 Owner. • Team Industries -Andrews Inc
Effective: Expiration: Facility: Team Industries -Andrews, Inc.
3750 Airport Rd
Inspection Date: 08/0912018
Primary Inspector: Isaiah L Reed
Secondary Inspector(s):
Title:
Entry Time: 01:30PM
Certification:
Andrews NC 28901
Phone. 82M35-4051
Phone:
Exit Time: 02:30PM
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Metal Fabrication Stormwater Discharge COC
Facility Status: ® Compliant Not Compliant
Question Areas:
® Storm Water
(See attachment summary)
Page: 1

permit; NCGO30026 Owner- FacilityJeam Industries -Andrews Inc
Inspection Date: 08/0912018 inspection Type : Compliance Evaluation Reason for Visit Routine
Inspection Summary:
On August 9, 2016 this facility was inspected for compliance. I met with Teryy Younce on site. No major issues were
observed during the inspection. However, the facility is directed to evaluate all areas needing secondary containment, and
the containment areas for damages and functionality.
If you have any questions, please contact this office at 828-296-4614
Page: 2

Permit: NCG030026 Owner - Facility: Team Industries -Andrews Inc
Inspection Date: 06/09/2016 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan
Yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
® ❑ ❑ ❑
# Does the Plan include a General Location (USGS) map?
EM
am❑ ❑ ❑
# Does the Plan include a "Narrative Description of Practices"?
0 ❑ ❑ ❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
❑ ❑ ❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
❑ ❑ ® ❑
# Has the facility evaluated feasible alternatives to current practices?
❑ ❑ M ❑
# Does the facility provide all necessary secondary containment?
❑ ®❑ ❑
# Does the Plan include a BMP summary?
Is ❑ ❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
® ❑ ❑ ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
® ❑ ❑ ❑
# Does the facility provide and document Employee Training?
B ❑ ❑ ❑
# Does the Plan include a list of Responsible Party(s)?
® ❑ ❑ ❑
# Is the Plan reviewed and updated annually?
® ❑ ❑ ❑
# Does the Plan include a Stormwater Facility Inspection Program?
M ❑ ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented?
® ❑ ❑ ❑
Comment: See summary for more information
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? ® ❑ ❑ ❑
Comment. -
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? ® ❑ ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ® ❑ ❑ ❑
Comment:
Permit and Outfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? ® ❑ ❑ ❑
# Were all outfalls observed during the inspection? ® ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ® ❑
# Has the facility evaluated all illicit (non stormwater) discharges? im ❑ ❑ ❑
Comment:
Page: 3

Permit: NCG030026
SOC:
County: Cherokee
Region: Asheville
Contact Person: Terry Yonce
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Compliance Inspection Report
Effective: 11/16117 Expiration: 10/31/18 Owner: Team Industries -Andrews Inc
Effective: Expiration: Facility: Team Industries -Andrews, Inc.
3750 Airport Rd
Inspection Date: 08/09/2018
Primary Inspector: Isaiah L Reed
Secondary Inspector(s):
Title:
Entry Time: 01:30PM
Certification:
Andrews NC 28901
Phone: [phone]
Phone:
Exit Time: 02:30PM
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Metal Fabrication Stormwater Discharge COG
Facility Status: ® Compliant ❑ Not Compliant
Question Areas:
M Storm Water
(See attachment summary)
Page: 1

Permit: NCG03G026 Owner - Facility: Team Industries -Andrews Inc
Inspection Date: 08/09/2018 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
On August 9, 2818 this facility was inspected for compliance. I met with Teryy Younce on site. No major issues were
observed during the inspection. However, the facility is directed to evaluate all areas needing secondary containment, and
the containment areas for damages and functionality.
If you have any questions, please contact this office at 828-296-4614
Page! 2

permlt: NCGO30026 Owner - Facility: Team Industries -Andrews Inc
Inspection Date: 08109/2018 Inspection Type : Compliance Evaluation
treason for Visit: Routine
5tormwater Pollution Prevention Plan
Yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
0
❑ ❑ ❑
# Does the Plan include a General Location (USGS) map?
®
❑ ❑ ❑
# Does the Plan include a "Narrative Description of Practices"?
■
❑ ❑ ❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
S
❑ ❑ ❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
❑
❑ ® ❑
# Has the facility evaluated feasible alternatives to current practices?
❑
❑ ® ❑
# Does the facility provide all necessary secondary containment?
❑
N ❑ ❑
# Does the Plan include a BMP summary?
E
❑ ❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
®
❑ ❑ ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
®
❑ ❑ ❑
# Does the facility provide and document Employee Training?
®
❑ ❑ ❑
# Does the Plan include a list of Responsible Party(s)?
®
❑ ❑ ❑
# Is the Plan reviewed and updated annually?
®
❑ ❑ ❑
# Does the Plan include a Stormwaler Facility Inspection Program?
❑ ❑ ❑
Has the 5tormwater Pollution Prevention Plan been implemented?
®
❑ ❑ ❑
Comment: See summary for more information
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? ® ❑ ❑ ❑
Comment:
Analytical Monitoring
Yes No NA NE
Has the facility conducted its Analytical monitoring? ® ❑ ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? E ❑ ❑ ❑
Comment:
Permit and Outfalls
Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? ®❑ ❑ ❑
# Were all outfalls observed during the inspection? N ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ E ❑
# Has the facility evaluated all illicit (non stormwater) discharges? ® ❑ ❑ ❑
Comment:
Page: 3

Division of Energy, Mineral, and Land Resources
Land Quality Section / Stormwater Program
National Pollutant Discharge Elimination System (NPDES)
Energy, Mineral PERMIT OWNER AFFILIATION DESIGNATION FORM
t and Resources
ENviRnHME2aTA1,c'JAuI Y (Individual Legally Responsible for Permit)
Use this form if there has been:
FOR AGENCY USF: ONLY
Date Received
Y=
Month
Day
NO CHANGE in facility ownership or facility name, but the individual
who is legally responsible for the permit has changed.
If the name of the facility has changed, or if the ownership of the facility has changed,
do NOT use this form. Instead, you must fill out a Name -Ownership Change Form
and submit the completed form with all required documentation.
What does "legally respousibic iudividuai" inean?
The person is either:
• the responsible corporate officer (for a corporation); � (('' CC
• the principle executive officer or ranking elected official (for a municipality, state,'fed1e P41=r1erlpuQ
agency); [40V " 7 2017
• the general partner or proprietor (for a partnership or sole proprietorship);
• or, the duly authorized representative of one of the above. DENR-LAND QUALITY
STORMWATJ_R PFRR41T.TJNr'
1) Enter the permit number for which this change in Legally Responsible Individual ("Owner Affiliation's
applies:
Individual Permit (or) Certificate of Coverage
N I C I S I I I I I J,N C I G1_0 a a L G.
2) Facility Information:
Facility name:
Company/Owner Organization:
Facility address:
// AM �O as r �r�S `-/`'>�.e42..�.✓,S_.1. v�vC.
' 3`i5o A Lp f%e •f Ao
Address
City state p
To find the current legally responsible person associated with your permit, go to this website:
Imp://deg nc.eov/about/div isions/enerL,v-mineral-farad-resources/ener�;w-mineral-land-permits/stormwater-progy=ram
and run the Permit Contact Summary Report.
3) OLD OWNER AFFILIATION that should be removed:
Previous legally responsible individual: L2 11 &Je—Isp„J
First MI Last
4) NEW OWNER AFFILIATION (legally responsible for the permit):
Person legally responsible for this permit
GZecbe- �e- �n-►
rst Nil Last
Page I of 2
SWU-OWNERAF FIL-23March?Dk7

.A
NPDES Stormwater Permit OWNER AFFILATION DESIGNATION Form
(if no Facility Name/Ownership Change)
l �Av i MA
Title
Mailing Address
Aal) LPuf } N Z 8Q3l
City State Zip
{ 3) 835- -/430 e�r4ot-(4Q .'r, �•�e_ - i .crrt
Telephone // F, ai}.9.(idress
(RIA ) � " -/'0/ Z
Fax Number
5) Reason for this change:
ETEmployee or management change
A result of: ❑ Inappropriate or incorrect designation before
❑ Other
If other please explain:
The certification below must be completed and signed by the permit holder.
PERMITTEE CERTIFICATION:
I, � oF�a �1xi,r+ti , attest that this application for this change in Owner Affiliation
(person legs ly sponsible for the permit) has been reviewed and is accurate and complete to the best of my
knowledge. I understand that if all required parts of this form are not completed, this change may not be
processed.
Signature Date
PLEASE SEND THE COMPLETED FORM TO:
Division of Energy. Mineral, and Land Resources
Stormwater Program
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
For more information or staff contacts, please call [phone] or visit the website at:
htip:Hdeq.nc.g`ov/about/divisions/energy-m ineral-land-resources/storrnwater
S W U-O%V NE RAF F 1L-2 3 Ma r201 7
Page 2 of 2

E NGINEERIN G & H YDROG EOLO"G Y
231 HAYWOOD STREET. A5HEVILLE. NC 28801
TEL.[phone] FAG.828.281.3351
WWW.ALTAMONTENVI RON MENTAL.COM
January 27, 2016
Central Files' RECEIVED
Division of Energy, Mineral, and Land Resources FEB Q 3 2016
North Carolina Department of Environmental Quality
1612 Mail Service Center DENR-LAND QUALITY
Raleigh, North Carolina 27699-1612 STORMWATER PERMITTING
Subject: Stormwater Sample Analytical Results, December 2015
TEAM Industries Andrews, Inc.
Andrews, Cherokee County, Nort rolina
Certificate of Coverage Numb r NCG030026
To Whom It May Concern:
On behalf of TEAM Industries Andrews, Inc. (TEAM), Altamont Environmental, Inc. (Altamont) collected two
stormwater samples on December 28, 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-
B. 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 Environmental Quality (DEQ), formerly 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,
2017. This sampling event represents Sample Number 6 for the current permit. Sample collection, as well
as report protocol for this sampling event, follow the current permit requirements.
The Stormwater General Permit indicates that the permittee shall complete the a.nalytical 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 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).
R\Team Ind\Environmental Management\Stormwater\Semi-Annual Stormwater Reports\Stormwater Sampling Event 2015-12-
28\Ltr-DWQ_2015-12-28 SW Monitoring Results.Docx

C`ivision of Energy, Mineral, and Land Resources, Central Files
January 27, 2016
Page 2 of 3
►/ a aWI
On December 28, 2015, Altamont mobilized to the TEAM facility to collect stormwater samples during a
measurable storm event of approximately 1.30 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 -producing discharge occurred in the preceding 72 hours. A rainfall
occurred on December 25, 2015 measuring 1.89 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 Sheets are 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 (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. 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 SDO Report 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. Sample Event Number 5, which
occurred in the first half of 2015, produced an exceedance of the benchmark for zinc from SDO SW -A.
Sample Event Number 6 showed the concentration of zinc to be within benchmark levels. As such, the Tier 1
response associated with this exceedance is considered complete.
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 January 1, 2016 and June 30, 2016.
P:\Team End\Environmental Management\Stormwater\Semi-Annual Stormwater Reports\Stormwater Sampling Event 2015-12-
28\Ltr-DWQ_2015-12-28 SW Monitoring Results.Docx

Division of Energy, Mineral, and Land Resources, Central Files
January 27, 201-6
Page 3of3
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 Outfail (SDO) Locations
Equipment Documentation and Instrument Calibration Data Sheet
Surface Water Sampling Logs
Stormwater Discharge Outfall (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 Maiiageinent\Slorinwaler\Semi-Animal Stormwater Reporls\Stormwater Sampling Event 2015.12-
28\Ur-DWQ_2015-12-28 SW Monitoring Results.Doex

Y
'l.
clef '11
B "~SOU S ATION `
F !]1T
_..-' WA R
TANK • '�a �„� 1
/r i
� 1
r1'� r1
�5. a
q. ` `r �� ✓ ! o O t1 � ^�
Az
rail ••' ^ r �.
ark 6 �' u
Ids
Site Location t� 1 ,
M0 'Y
11 Crt• �` �� 1r^�y BMA JI 119
* - iV! t9
_ Ml
0
Data: USGS Topographic Senes Cf
Marble Quadrangle 1963
� •�
Y �— 7 Y
Site Location Map
FIGURE
1 E N G I N E E R I N G &
H Y D R O G E O L O G Y
231 HAYWOOD STET.
A5wEY�i�.•. NC 29eo,
TEAM Industries, Inc.
r[L.e2 B.2B1.3350 EAc.828.281.3391
www.urwwsw..�.n.............
3750 Airport Road
"'
Andrews, North Carolina
Drawn By: Corey Carpentier
Scale
Project Manager: Brian Gant
Feel
Client: TEAM Industries, Inc.
Date: 7/17/2015
0 1.000
2,000 P:Team lnd\Environmental Management\Stormwater\2015\Figure 1

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 f]AYWOOD STI{t;4T, AST ]EVIL LY., NC 2SX01
TFL.928.291.3350 FAC.829.2i1.3351
maW.iltnmontcnvireamcn4-il,cum
DRAWN BY; WYATT EDSEL SCALE (FEET)
PROJECT MANAGER: BRIAN GANT 100, 0 roa' 200,
CLIENT: TEAM INDUSTRIES ANDREWS
DATE: 11/25/14 1' 200'
STORMWATER DISCHARGE OUTFALL (SDO) LOCATIONS
TEAM INDUSTRIES ANDREWS, INC.
3750 AIRPORT ROAD
ANDREWS, NORTH CAROLINA
FIGURE
2
PATEAM IND\EtjvlRONMENTAL MANAGEMENT\STORMWATERISEMI-ANNUAL STORMWATER REPORTGkFIGLIRES%FIGURE 2-SW OUTFALLS LOCATIONS.DWG

EQUIPMENT DOCUMENTATION
AND INSTRUMENT CALIBRATION
DATA SHEET

o •e
I- r. G 1 N E E Rat N G H Y D nib G E
231 "AY�V*OD STNEEI. A%"EVIELt. NC 20001
rr,-&28.201.3350 raC.9ZB-20 1.33 flt
wwM.a RYA NOn TAM V,¢on Men is �.co�
Equipment Documentation & Instrument Calibration Data Street
_ Calibration Documentation 0
Proiect Name: J!� -� � � v Person Conducting Calibration: r+ ft `r
Project Number: 1,j (pl . 03 Date of Calibration: I -Z - Z g - ! S-
Project Location: A-,,,d v tt.A WL Date of Feld Measurements: I 'x - 2 et t S
Equipment Documentation
Equipment or meters used to take measurements (e.g. water level meters, survey equipment, etc.):
Equipment Type
I Serial Number
IIII ! Brand
Dato of Use
150-ft Water Level
26154
Solinist
150-11 Water Level
22754 -�
Solrnist
150-ft Water Level
150
Testwell
150-ft Drawdo%vn
`— —
MP30-1527
QEp
Other
Micro TPW Turbiditv Meter
Calibration Standards
Exp Date
instrument
Serial H
Instrument Reading
0.02 NTU
1T 10.0 NTU
I 1000 NTU
(r
Initial:0.a'2
linrtial:
Initial/DO:t
200601045
Cal: 2
Cal:
Cal:
n
Time: /p y-
Time: !� : ,13
Time: /p �!
YSI 556 Multiparameter Meter
Instrument Serial Number 1121-101057
instrument Readings
Calibration
Expiration Date
Dissolved Oxygen IlnitiaL FBI: mmHg-j(,3 _ ]Time: j� 3 I
NA
PH 7 S.U. report to 0.1
Initial:
?. r z
pHmV:
Cal:
o o
pHmV:
!erne:
1000_
•3 /
_ _S.t). _
pH 4 report lob I
.__
Initial; ,-a
.___..
pHmV: ---
_7. _
Cal:D�
_ _
pHmV:
pHmV:
Time:
Time:
__
__ __ __
PH 10 S.U. report to
Initial:
pHmV:
Cal:
QC* pH 7 S.U. reportTime:
Meas:
PM Time: Y
Check:
Mid Day Time:
Check:
to 0.1 S.U.
I 0Z l
G
l 7
Spec. Cond.
14�3/447/84/23
Initial:
A Z2
Cal:
7
�� [
Time:
711(] 5S
QC' 84 pS/cmI
Time:
Meas:
Mid Day Time: Check:
E
PM Time:—
ORP 240 mV Ilnilial_ �G {Cal: 2 Time:,o�� f 0. $(0
Ito 1 k
Comments:
Sir=nature:
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-Ordet of Calibration is as follows: Specific Conductivity, pH 7, pH 4. PH 10, ORP, QC cheelts.
4. QC ACceptahle lunges: pH t/- 0.1 S.U. and Specific Conductivity id% of the true value. If readings are art of these ranges, meter
needs to be reralibrated.
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.

11
•i li1VIGNCEINM'R r1-•NMIE KTI L. jJ,"NjC:,
.1'REF4 •WAS H CVI!__ E •NC 28�8,G1 -
:828.281...3.350 FAi:.828`281_`3351-
-. WWW.ALTA M4HT�HYIRO NMENTAI.:COM-::. '
Surface Water Sampling Log
PROJECT NAME: TEA.y a®/�
PROJECT NUMBER: Z/(o7
SAMPLING PERSONNEL: Cork _ '.�
DATE: g -/
WEATHER:o�.s•�.,.;,-�
SAMPLE NAME: LV - 4
COMMENTS: _ ►71it�
, .`6A
if e.,
r7� h.. 10'a" -A
` wOv"
/ CH�Trl4 Q1 1,14 )4;AC--5,4/CCe,74-t
SAMPLE•METHOD: GRAB SYRINGE PUMP BAILER-DISP. OTHER:
TIME
TEMP
(0C)
SPECIFIC
COND.
(pS/Crii)
DISSOLVED
OXYGEN
(mwL)
pH
(S.U.)
report to
0.1 S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
igoo1���
1750
jo1.6
76Z
-?..23
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 nil- PLASTIC
250 nil- PLASTIC
125 ntL PLASTIC
40 m L GLASS
1 L GLASS
OTHER
VEGETATION: A ACCESS:
Sampling Personnel Signature:
Date:
Notes. °C = degrees Celsius
p5/cin = micro-Siemen per cubic centimeter
mg/L = rnilligrams per liter
S-U. = standard units
mV = millivolt
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
!:•1Tarnnlntacl!'-rn��ni1Alotur R, ilriilind Fnrmc\C�irf�no Wntot C�mnlind 1 nd PFV 'i - P-gop 9 of 1

PROJECT NAME: j e,4 S rrv�w�L_ �"""� (gin'
PROJECT NUMBER: 'Z ! (a1, o
SAMPLING PERSONNEL:
DATE:
WEATHER: 5-of ovcreapA ra,�
SAMPLE NAME:
COMMENTS:
- IDS i hLf Dt S t: w w.
62
SAMPLE METHOD: GRAB SYRINGE PUMP BAILER-DISP. OTHER:
TIME
TEMP
(°C)
SPECIFIC
COND.
(CIS/c171)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1 S.U.
OXIDATION
REDUCTION
POTENTIAL
(Inv)
TURBIDITY
(NTU)
COMMENTS
.
3
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
250 mL PLASTIC
125 mL PLASTIC
40 in L GLASS
1 L GLASS
OTHER
VEGETATION: a� ACCESS: 8
Sampling Personnel Signature:
Date:
Notes: °C = degrees Celsius /
pS/crn = micro-Siemen per cubic centimeter
mg/L = milligrams pet liter
S.U. = standard units
mV = millivolt
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
G:\Templates\GroundWater & Drilling Forms\Surface Water Sampling Log_REV 1 Page 1 of 1

STORMWATER DISCHARGE OUTFACE (SDO)
QUALITATIVE MONITORING REPORTS

AQ=
NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out thisform, please visit. hU12:/[portal.ncdennorg/web/Ir/nodes-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: Corey Carpentier
Date of Inspection: December 28, 2015
Time of Inspection: 5:30PM
Total Event Precipitation (inches): 1.30"
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 tl)at this report is accurate and complete to the best of my knowledge:
(SignaiZe of Per"nittee or Designee)
Pagel of 2
5WU-242, Last modifies! 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 ofthe 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 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

. A,;- �-
- A
NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form, please visit: http://12ortal,ncdenr.ore/web/Ir/nl2des-stormwater/
Permit No.: N/C/ 0/ 3 / 0/ 0/ 0/ 0/ 0/ or Certificate of Coverage No.: N/C/G/j,/-j/ D/ 0/ Z/ 6/
Facility Name: TEAM Industries Andrews, Inc.
County: Cherokee Phone No. 828-837-5311
Inspector: Corey Carpentier
Date of Inspection: December 28, 2015
Time of Inspection: 5:10PM
Total Event Precipitation (inches): 1._30"
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 110
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 Perfi ittee or Designee)
Page 1 'of 2
SWU-242, Last modified 7/31/ZQ13

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 from
manufacturing building, equipment storage, aboveground storage tank
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
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 stormvater 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 2 of 2
SWU-242, Last modified 7/31/2013

SEMIANNUAL STORMWATER DISCHARGE
MONITORING REPORT

LABORATORY ANALYTICAL REPORT
AND CHAIN -OF -CUSTODY FORM

1 Vii / lI f[iQl ,
w+rryu�oafadsaom
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
December 31, 2015
Brian Gant
Altamont Environmental
231 Haywood Street
Asheville, NC 28801
RE: Project: TEAM Industries 2167
Pace Project No.: 92281252
Dear Brian Gant:
Enclosed are the analytical results for sample(s) received by the laboratory on December 29, 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,
c7 e
Lorri Patton
[e-mail]
Project -Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shail not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 1 of 12

aceAnOcal
. rrwoom
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: TEAM Industries 2167
Pace Project No.: 92281252
Charlotte Certification IDs _
9800 KinceyAve, Ste 100, iluntersville, 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 28804
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
CERTIFICATIONS
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
West Virginia Certification #: 357
Virginia/VELAP Certification #: 460221
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
West Virginia Certification #: 356
VirginiafVELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.. Page 2 of 12

aceArralytical e
• ww+cpeoelah:mm
f Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Project: TEAM Industries 2167
Pace Project No.: 92281252
Analytes
Lab ID Sample ID Method
Analysts
Reported
Laboratory
92281252001 SW -A EPA 1664B
JMS
1
PASI-C
EPA 200.7
CDF
3
PASI-A
SM 2540D
MDW
1
PASI-A
92281252002 SW-B EPA 1664E
JMS
1
PASI-C
EPA 200.7
CDF
3
PASI-A
SM 2540D
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 12

arvAna4 t all
• sw�rpeo�mrn
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: TEAM Industries 2167
Pace Project No.: 92281252
Sample: SW -A
Lab ID: 92281252001 Collected: 12/28/15 17:30
Received: 12/29/15 09:10 Matrix: Water
Parameters
Results Units
Report Limit DF
Prepared
Analyzed
CAS No. Qual
1664 SGT-HEM, TPH
Analytical Method: EPA 1664E
Total Petroleum Hydrocarbons
ND mg/L
5.0 1
42/31/15 05:36
200.7 MET ICP
Analytical Method: EPA 2007 Preparation Method: EPA 200.7
Copper
ND ug/L
5.0 1
12130/1516:30
12/3111514:33
7440-50-8
Lead
ND uglL
5.0 1
12/3011516:30
12/3111514:33
7439-92-1
Zinc
ND ug1L
10.0 1
12/3011516:30
12131/1514:33
7440-66-6
2540D Total Suspended Solids
Analytical Method: SM 2640D
Total Suspended Solids,
3.0 mg/L
2.5 1
12/29/15 11:03
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/31 /2015 05:13 PM without the written consent of Pace Analytical Services, Inc.. Page 4 of 12

aceAnalyfica!'
WWW4X dabsam
Pace Analytical Services, Inc.
222$ Riverside Dr.
' 'Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: TEAM Industries 2167
Pace Project No.: 92281252
Sample: SW-B
Lab ID: 92281252002 Collected: 12/28/15 17:10
Received: 12/29/15 09:10 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
12/31/15 05:36
200.7 MET ICP
Analytical Method: EPA 200.7 Preparation Method: EPA 200.7
Copper
ND , ug1L
5.0
1
12/30/15 16:30
12/31/15 14:36
7440-50-8
Lead
ND ug/L
5.0
1
12/30/1516:30
1213111514:36
7439-92-1
Zinc
ND ug/L
10.0
1
12/30/1516:30
1213111514:36
7440-66-6
2540D Total Suspended Solids
Analytical Method: SM 2540D
Total Suspended Solids'
ND mg1L
2.5
1
12/29/15 11:03
N
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/31/2015 05:13 PM without the written consent of Pace Analytical Services, Inc- Page 5 of 12

aceAnalyiica!'
trww46-taabs.00m
+: Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: TEAM Industries 2167
Pace Project No.: 92281252
QC Batch: GCSVI23717 Analysis Method: EPA 1664E
QC Batch Method: EPA 1664B Analysis Description: 1664 SGT-HEM, TPH
Associated Lab Samples: 92281252001, 92281252002
METHOD BLANK: 1639716 Matrix: Water
Associated Lab Samples: 92281252001, 92281252002
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Petroleum Hydrocarbons mg/L ND 5.0 12/31/15 05:12
LABORATORY CONTROL SAMPLE; 1639717
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Total Petroleum Hydrocarbons mg1L 20 17.8 89 64-132
MATRIX SPIKE SAMPLE: 1639718
92281201001 Spike MS MS % Rec
Parameter Units Result Conc. Result % Rec Limits Qualifiers
Total Petroleum Hydrocarbons mg1L ND 20 19.5 98 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: 1213112015 05:13 PM without the written consent of Pace Analytical Services, Inc,. Page 6 of 12

�aloeMaly6cal
Project: TEAM Industries 2167
Pace Project No.: 92281252
QC Batch: MPRP120398
QC Batch Method: EPA 200.7
Associated Lab Samples: 92281252001, 92281252002
METHOD BLANK: 1639273
Associated Lab Samples: 92281252001, 92281252002
Parameter
Units
Copper
ug/L
Lead
ug/L
Zinc
ug1L
QUALITY CONTROL DATA
Analysis Method: EPA 200.7
Analysis Description: 200.7 MET
Matrix: Water
Blank Reporting
Result Limit Analyzed
ND 5.0 12/31/1511:33
ND 5.0 12/31/15 11:33
ND 10.0 12/31 M 5 11:33
r Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Qualifiers
LABORATORY CONTROL SAMPLE:
1639274
Spike
LCS LCS % Rec
Parameter
Units
Conc.
Result % Rec Limits Qualifiers
Copper
ug1L
500
468 94 85-115
Lead
ug/L
500
448 90 85-115
Zinc
ug/L
500
430 86 85-115
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
1639275
1639276
MS
MSD
92281030001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD , Qual
Copper ug/L
21.4
500
500
514
515
99
99
70-130
0
Lead ug1L
ND
500
500
464
471
92
93
70-130
1
Zinc ug1L
109
500
500
548
555
88
89
70-130
1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
1639277
1639278
MS
MSD
92281369006
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
Copper ug/L
2.5J
500
500
548
499
109
99
70-130
9
Lead ug/L
ND
500
500
525
478
105
96
70-130
9
Zinc ug/L
8.1 J
500
500
516
482
102
95
70-130
7
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: 12/31/2015 05:13 PM without the written consent of Pace Analytical Services, Inc..
Page 7 of 12

aceMalYb`ca!
sr Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: TEAM Industries 2167
Pace Project No.: 92281252
QC Batch: WET142211 Analysis Method: SM 25401)
QC Batch Method: SM 2540D Analysis Description: 2540D Total Suspended Solids
Associated Lab Samples: 92281252001, 92281252002
METHOD BLANK: 1638363 Matrix: Water
Associated Lab Samples: 92281252001, 92281252002
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Suspended Solids mg1L ND 2.5 12/29/15 10:59
LABORATORY CONTROL SAMPLE:
1638364
Spike LCS LCS
% Rec
Parameter
Units
Conc. Result % Rec
Limits Qualifiers
Total Suspended Solids
mg/L
250 246 98
90-110
SAMPLE DUPLICATE: 1638365
92281264001 Dup
Parameter
Units
Result Result RPD
Qualifiers
Total Suspended Solids
mg1L
9.1 7.3
21 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,
Date: 12/31/2015 05:13 PM without the written consent of Pace Analytical Services, Inc.. Page 8 of 12

�aceAnalytical
QUALIFIERS
Project:. TEAM Industries 2167
Pace Project No.: 92281252
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.
Pace Analytical Services, Inc.
2225 Riverside Dr.
AsheOi Te, NC 28804
[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, Styrene, and Vinyl chloride.
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-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 relative percent difference (RPD) between the sample and sample duplicate exceeded laboratory control limits.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/31/2015 05:13 PM without the written consent of Pace Analytical Services, Inc.. Page 9 of 12

aceArWca!'
+ Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: TEAM Industries 2167
Pace Project No.: 92281252
Analytical
Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch
92281252001
SW -A
EPA 1664E
GCSV/23717
92281252002
SW-B
EPA 1664B
GCSV/23717
92281252001
SW -A
EPA 200,7
MPRP/20398 EPA 200.7
92281252002
SW-B
EPA 200.7
MPRP/20398 EPA 200.7
92281252001
SW -A
SM 2540D
WET/42211
92281252002
SW-B
SM 25400
WET/42211
Date: 12/31/2015 05:13 PM
REPORT OF LABORATORY ANALYSIS
This report Shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
ICP/18405
ICP/18405
Page 10 of 12

E N G I N E E R I N G & H. Y D R O G E O L 0 G Y
231 HAYWOOD STREET. ASHEVILLE. NC 28801
TEL.[phone] FAC.828.281.3351
WWW.ALTAMONTENVI RON M ENTA L.COM
June 4, 2014
Central Files RECEIVED
Division of Water Quality
North Carolina Department of Environment and Natural Resources
1617 Mail Service Center J U N 12 2,014
Raleigh, North Carolina 27699-1617 CENTRAL FILES
DWQIBOG
Subject: Stormwater Sample Analytical Results, May 2014
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 15, 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 B. This letter provides
background information and describes the methods, findings, and conclusions regarding the stormwater
! sample collection and analyses.
I
f 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 3 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 thatthe 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 2014.
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 indicated on Figure 2 (attached).
P:\Team Ind\Environmental Management\Stormwater\Semi Annual Stormwater Reports\Stormwater Sampling Event 2014-5-
15\Ltr-DWQ_2014-5-30 SW Monitoring Results.Doc
i

Division of Water Quality, Central Files
June 4, 2014
Page 2 of 3
METHODS
On May 15, 2014, Altamont mobilized to the TEAM facility to collect stormwater samples during a
measurable storm event of approximately 2.22 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 May 13, 2014 measuring 0.02 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 iaboratory analytical results are summarized in the SDO 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. The Pace analytical report and chain -of -custody
form are attached to this document.
,j 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 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.
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 July 1, 2014 and December 31, 2014.
P:\Team Ind\Environmental Management\Stormwater\Semi Annual stormwater Reports\Stormwater Sampling Event 2014-5-
15\Ltr-DWQ_2014-5-30 SW Monitoring Results.Doc

Division of Water Quality, Central Files
June 4, 2014
Page 3of3
If you would like additional information, please contact the undersigned at 828.281.3350 or contact
Mr. Terry Yonce 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. Terry Yonce, TEAM Industries Andrews, Inc.
Duplicate, Central Files
P:\Team lnd\Environmental Management\Stormwater\Semi-Annual Stormwater Reports\Stormwater Sampling Event 2014-5-
15\Ltr-DWQ_2014-5-30 SW Monitoring Results.Doc

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SITE LOCATION MAP FIGURE
TEAM INDUSTRIES ANDREWS, INC.
3750 AIRPORT ROAD
ANDREWS, NORTH CAROLINA
DRAWN BY: EVAN YURKOVICM SCALE
PROJECT MANAGER: BRIAN GANT FEET
CLIENT TEAM INDUSTRIES ANDREWS 0 500 1A00 2,000
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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 HAYWOOD STREET, ASHEVILLE, NC 28801
TGT,.929.281,3350 rnC.828.281.3351
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DRAWN BY: NATALIE BOUCHARD SCALE (FEET)
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CLIENT; TEAM INDUSTRIES ANDREWS
DATE; 05/30/14 1" = 204'
STORMWATER DISCHARGE OUTFALL (SDO) LOCATIONS
-TEAM INDUSTRIES ANDREWS, INC.
3750 AIRPORT ROAD
ANDREWS, NORTH CAROLINA
FIGURE
2
\TEAM INOIENVIRONMENTAL MANAGEMENT\STORMw ATE R\SEM I -ANNUAL STORMWATER REPORTS\FIGURES\FIGURE 2-SW OUTFALLS LOC.ATIOPiS.O

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TEL.[phone] FAC.828.281.3351
W W W.ALTANONTXM Vi RDNM ENTAL.COM
Equipment Documentation & Instrument Calibration Data Sheet
Project Name: TEAM Ind.
Calibration Documentation
Person Conducting Calibration: E. Yurkovich
Project Number: 2167
Date of Calibration: /
Project Location: Andrews, NO
Date of Field Measurement
Equipment Documentation
Equipment or meters used to take measurements (e.g. water level meters, survey equipment, etc.):
Equipment Type
Serial Number
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
MP30-152r
QED
Other
Micro TPW Turbidity Meter
Calibration Standards
Exp Date
Instrument
Serial #
Instrument Reading
0.02 NTU
1 10.0 NTU
1000 NTU
200601045
Initial (315
Initial'
Initial , J
Ca IQ+ i3
Cal: pip
(�
Cal: C7
Time:3
Time:
Time:
YSI 556 Multioarameter Meter
Instrument Serial Number
12L101057
`
Instrument Readings
Calibration
1
Expiration Date
1 Dissolved Oxygen Ilnitial ,yj Cal: (mmHg: a` Time:
NA
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Cal:
pHmV:
Time:
Y
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8�
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QC* pH 7 S.U. report
AM Times:
Meas:
Mid Day Time:
Check:
PM Time:
Check:
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Initial:
Cal:
Time:
14Y3/447/84/23
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QC* 84 PS/cm
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Meas:
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Check:
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Comments:
atu re:
Notes:
1. Electronic equipment calibrated accordingtothe manufacturer's operation manual.
2. Specific Conductivity 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 +/- 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 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.
P:\Templates\GW-Drilling Forms\Calibration Data SheetY51 555-Rev 2.xls ~— Page I of 1

�1�;LT��ONT EN'VT�taN�t�fEl�yl'�� ING.J
2$1 HAYWOOD STRFFT, A$}jFVF..I F. NC 2a$41
TEL.828.281 .:3350 FAc.828_,2a1. s351
WWW.ALTAMONTENVrMOt4Mr�Ni'46.-GOM
Surface Water Sampling Lag
1
PROJECT NAME: TEAM Ind.
PROJECT NUMBER: 2167
SAMPLING PERSONNEL: E. Yurkovich
DATE: 5116 1,4
WEATHE : 1
SAMPLE NAME:
COMMENTS:
�9
tiMPLE METHOD; (GRA SYRINGE PUMP
BAILER-0ISP. OTHER:
T,1,ME
1
TEMP
(°C)
SPECIFIC
COND.
(RS/cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1 S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
r
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
50 mL PLASTIC
1
Metals 200.7
L PLASTIC
1
TSS'
mL GLASS
GLASS
1
Oil and Grease
HER
GETATION: �7� ACCESS: _
arnpling 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.
P:\Templates\GW & Drilling Forms\Surface Water sampling Log —REV l.xlsx page 1 of 1

231 HAYVV00D STRFFT, A$HFV1L_L,F, j,f[: 28601
i,F..L..828.281.3350 FAC.S2B.281..3351.
W W W.ALTA MONTtl'N.V IRONM ENTAL.COM
SunFace Water Sampling Lag
PROJECT NAME: TEAM Ind. f
PROJECT NUMBER: 2167
SAMPLING PERSONNEL: E. Yurkovich
DATE: 5 15
WEATHER: C
SAMPLE NAME:
COMMENTS: 24bftW&kfa�r1
s
AMPLE METHOD: (RAB SYRINGE PUMP BAILER-DISP. OTHER:
TIME
TEMP
{°C)
SPECIFIC
COND.
(PS/cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
O.I S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
for
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SCE. Co
`171
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
00 mL PLASTIC
50 mL PLASTIC
1
Metals 200.7
L PLASTIC
1
TSS
mL GLASS
GLASS
1
Oil and Grease
HER
_GETATION:_14,'_ACCESS: r=s
ampling Personnel Signature:
Date: 5 �6/
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 Forms\Surface Water Sampling Log —REV 1.xlsx
Page 1 of I

ORMWATE FALL (SD QUALI
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NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out this form, please visit., http:I/nortal.ncdenr.org/web Jwqjws/su/npdessw#tab-4
Permit No.: N//G/0/3/0/0/0/0/ or Certificate of Coverage No.:
Facility Name: TEAM Industries Andrews, nc.
County: Cherokee Phone No. [828] 835-4051
Inspector: Evan Yurkovich
Date of Inspection: 5 15 14
Time of Inspection: 9:53
Total Event Precipitation (inches): 2.22
Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the permit?
(See information below.)
10mw
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 cprtrry—t-Nt tYs report is accurate and complete to the best of my knowledge:
(Signature of Permitteoorflesignee)
Page 1 of 2
SWU-242, Last modified 10/25/2012

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: Production of outboard
motor components and parts. Specific operations include machining, aluminum_ conversion coating,
aluminum impregnation, electrodeposition painting, surface finishing, and heat -treating
2. Color: Describe the color of the discharge using basic colors (red., brown, blue, etc.) and tint
(light, medium, dark) as descriptors: Light brown tint
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.): No detectable odor
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy:
n1 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:
01 2 3 4 5
5. 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 Q 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 No visible indicators
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 20/25/2012

Arlil;A111
NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out thisform, please visit. hUp: //12ortal.ncdennor /g, web/wq/ws/su/nodessw#tab-4
Permit No.: N/C/ G/0/3/Q/0/0/0/ or Certificate of Coverage No.:
Facility Name: TEAM Industries Andrews. Inc.
County: Cherokee Phone No. [phone]
Inspector: Evan Yurkovich
Date of Inspection: 5 15 14
Time of Inspection: 10:15
Total Event Precipitation (inches): 2.22
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.
8y this signature, I certify tb�tXhis repprt is/ccurate and complete to the best of my knowledge:
(Signature of Permittee or Design
Page 1. of 2
SWO-242; East modified.10/25/2012

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: Production of outboard
motor components and parts. Specific operations include machining, aluminum conversion coating,
aluminum impregnation, electrodeposition painting, surface finishing, and heat -treating
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: Light brown tint.
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.): No detectable odor
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy:
1 n 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 r 3 4 5 -natural debris
6. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
7.
91
Q
1 Q 3
Is there any foam in the stormwater discharge?
4 5
Yes No
Is there an oil sheen in the stormwater discharge? Yes
Is there evidence of erosion or deposition at the outfall?
10. Other Obvious Indicators of Stormwater Pollution:
List and describe No obvious indicators.
No
Yes No
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 10/2S/2012 - _ _

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for North Carolina Divisi
CERTIFICATE OF COVERAGE NO. NCG030026
ormwater Disch , e Monitorine Resort
ality General Permit No. NCG030000
Date submitted May 30, 2014
FACILITY NAME TEAM Industries Andrews, Inc._
COUNTY CHEROKEE
PERSON COLLECTING SAMPLES Evan Yurkovich
LABORATORY:_ Pace Analytical Services, Inc. _ Lab Cert. # See Lab
Report and Altamont Environmental, Inc. Lab # 5445
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2014
SAMPLE PERIOD X 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?Z
Outfall No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches3
Total Suspended Solids
pH,
Standard units
Copper
Lead
Zinc
Non -Polar O&G/Total
Total Petroleum
Hydrocarbons
Toxic
Organics
Benchmarks =__>
-
-
100 mg/L or 50 mg/L¢
6.0 - 9.0
0.007 mg/L
0.03 mg/L
0.067 mg/L
15 mg/L
1 mg/L
SW A
5/15/2014
2.22
< 2.6
7.80
< 0.0050
< 0.0050
< 0.010
< 5.0
NA
SW B
5/15/2014
2.22
< 2.5
7.43
< 0.0050
< 0.0050
0.0142
< 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.
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 SWLI-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
MO), 1 certify that to the hest 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)
GENERAL LAAWAGER
Title (Pri itie)
(Si nature) _ I (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 1, or Tier 3 responses. See General Permit text.
Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging } 55 gal of new oil per month.
n No dischorue this neriod?2
Outfa[[ No
{ f
Date Sample
; collected=
(mo/cld/yr} -
' 24 hour rainfall'
f aa`sount
:-Inches
,,
t�ibn-polar o&G/TPH by
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r
Toi liuspended Solids
.;
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6.4 9.0 SiJ'
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: 11/1/2012-1D/31/2017 SWU-245, last revised 14/25/2412
Page 2 of 3

Note: if you report a sample value in excess of the benchmark, you must implement TiP• 1, Tier 2, or Tier 3 responses. See General permit text.
FOR PART A AND PART B MONITORING RESULTS:
• A BENCHMARK EXCEEDANCE TRIGGERS TIER I 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 X
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mail an original and one cony of this DMR including ail "No Discharge" reports, within 30 days of receipt of the lab results for at end of monitoring period
in the case of "No Discharge" reports) to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I
am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
(Signature of Permittee)
(Date)
Permit Date: 11/1/2012-10/31/2017
SWU-245, last revised 10/25/2-012
Page 3 of 3

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(�55'cieAnalyticale
www.pacelebs.c=
May 23, 2014
Brian Gant
Altamont Environmental
231 Haywood Street
Asheville, NC 28801
RE: Project: TEAM IND. 2167
Pace Project No.: 92201469
Dear Brian Gant:
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
(a28)254a176
Enclosed are the analytical results for sample(s) received by the laboratory on May 15, 2014. 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
Visage for analysis unless otherwise footnoted.
�if you have any questions concerning this report, please feel free to contact me.
Sincerely,
Lorri Patton
lorri. [e-mail]
Project Manager
Enclosures
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 1 I

ls
ac6Analytical
www.pao.*bs.c=
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
CERTIFICATIONS
Project: TEAM IND. 2167
Pace Project No.: 92201469
Charlotte Certification IDs
9800 KinceyAve. Ste 100, Huntersville, NC 28078
Florida/NELAP Certification #: EB7627
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
VTginiaNELAP Certification #: 460221
South Carolina Certification #: 99006001
Asheville Certification IDs
2225 Riverside Dr., Asheville, NC 28804 North Carolina. Wastewater Certification #: 40
FloridalNELAP Certification #: E87648 South Carolina Certification #: 99030001
Massachusetts Certification #: M-NC030 West Virginia Certification #: 356
North Carolina Drinking Water Certification #: 37712 Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
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iWI
leAnalytical
mrw.pacembs.00m
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
2225 Riverside Dr,
Asheville, NC 28844
[phone]
Project: TEAM IND. 2167
Pace Project No.: 92201469
Sample: SW -A Lab ID: 92201469001 Collected: 05/15/14 09:53 Received: 05/15/14 13:10. Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
1664 SGT-HEM, TPH
Analytical Method: EPA 1664E
Total Petroleum Hydrocarbons
ND mglL
5.0 1
05/19/14 07:00
200.7 MET ICP
Analytical Method: EPA 200.7 Preparation Method: EPA 200.7
Copper
ND uglL
5.0 1 05/16/14 11:55
05/20/14 21:08 7440-50-8
Lead
ND ug/L
5.0 1 05116/14 11:55
05/20/14 21708 7439-92-1
Zinc
ND ug1L
10.0 1 05/16/14 11:55
05/20/14 21:08 7440-66-6
2540D Total Suspended Solids
Analytical Method: SM 2540D
Total Suspended Solids
ND mg/L
2.6 1
05/22/14 12:55
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/2312014 11:16 AM without the written consent of pace Analytical Services, Inc.. Page 3 of 11

aceAnalytical
www pacclabs.com
ANALYTICAL RESULTS
Pace Analytical Services, lnc,
2225 Riverside Dr.
Asheville, NG 20B04
(&28)254-7176
Project: TEAM IND. 2167
Pace Project No.: 92201469
Sample: SW-8 Lab ID: 92201469002 Collected: 05/15/14 10:15 Received: 05/15/14 13:10 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
1664 SGT-HEM, TPH
Analytical Method: EPA 16646
Total Petroleum Hydrocarbons
ND mg/L
5.0
1
05/19/14 07:00
200.7 MET ICP
Analytical Method: EPA 200.7 Preparation Method:
EPA 200.7
Capper
N❑ ugA-
5.0
1 05/16114 11:55
051201142112 7440-50-8
Lead
ND ug►L
5.0
1 05/16/14 11:55
05120/14 21:12 7439-92-1
Zinc
14.2 ug/L
10.0
1 05116/14 11:55
05/20/14 2112 7440-66-6
2540D Total Suspended Solids
Analytical Method: SM 2540D
Total Suspended Solids
ND mg/L
2.5
1
05122/14 12:56
REPORT OF LABORATORY ANALYSIS
This repert shall not be reproduced, except in full,
Date: 05/2312014 11:16 AM without the written consent of Pace Analytical Services, Inc.. Page 4 of 11

6
5aceAnalytical
www.paceliftcom
QUALITY CONTROL DATA
Project: TEAM IND. 2167
Pace Project No.: 92201469
QC Batch: GCSV117625 Analysis Method: EPA 1664B
QC Batch Method: EPA 1664B Analysis Description: 1664 SGT-HEM, TPH
Associated Lab Samples: 92201469001, 92201469002
METHOD BLANK: 1200913 Matrix: Water
Associated Lab Samples: 92201469001, 92201469002
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Petroleum Hydrocarbons mg1L ND 5.0 05/19/14 06:39
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE:
1200914
Spike LCS
LCS
% Rec
Parameter
Units
Conc. Result
% Rec
Limits
Qualifiers
Total Petroleum Hydrocarbons
mg/L
20 16.7
84
64-132
MATRIX SPIKE SAMPLE:
1200915
92201406001 Spike
MS
MS
% Rec
Parameter
Units
Result Conc.
Result
% Rec
Limits Qualifiers
�:otal Petroleum Hydrocarbons
mg/L
ND 20
17.1
86
64-132
Date: 05/23/2014 11:16 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
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Page 5 of 11

•
aceAnalytical
w�nxpetet�s.ctvn
Project: TEAM IND. 2167
Pace Project No.: 92201469
QC Batch: MPRP115969
QC Batch Method: EPA 200.7
Associated Lain Samples: 92201469001, 92201469CO2
METHOD BLANK: 1200536
Associated Lab Samples: 92201469001, 92201469002
Parameter Units
Capper ugfL
Lead ugfL
Zinc ugfL
QUALITY CONTROL DATA
Analysis Method: EPA 200.7
Analysis Description: 200.7 MET
Matrix: Water
Blank Reporting
Result Limit Analyzed
ND 5.0 0512011419:37
NO 5.0 0512011419:37
NO 10.0 05/2011419:37
Qualifiers
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NO 28804
[phone]
LABORATORY CONTROL SAMPLE:
1200537
Spike
LCS LCS % Rec
Parameter
Units
Conc.
Result % Rec Limits Qualifiers
Copper
ug1L
500
472 94 85-115
Lead
ug/L
500
475 95 85-115
Zinc
ug/L
500
462 92 85-115
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
1200536
1200539
MS
MSD
92201265001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
Copper ug/L
0,026
500
500
507
509
96
97
70-130
0
mg/L
Lead ug#L
NO
500
500
469
465
94
93
70-130
1
Zinc ug]L
0.10
500
500
566
566
93
93
70-130
0
mg1L
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
1200540
1200541
MS
MSD
92201505001
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
485
478
97
95
70-130
1
Lead ug/L
NO
500
500
483
476
96
95
70-130
1
Zinc ug1L
41.9
500
500
508
497
93
91
70-130
2
Date: 05123/2014 11:16 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of pace Analytical Services, Inc..
Page 6 of 11

(�55'neAnalyfical
..pacelebs.c=
QUALITY CONTROL DATA
Pro}ect: TEAM IND. 2167
Pace Project No,: 92201469
QC Batch: WET131150 Analysis Method: SM 2540D
QC Batch Method: SM 2540D Analysis Description: 2540D Total Suspended Solids
Associated Lab Samples: 92201469001, 92201469002
METHOD BLANK: 1204746 Matrix: Water
Associated Lab Samples: 92201469001, 92201469002
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Suspended Solids mg/L ND 2.5 05/22/14 12:48
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE: 1204747
Spike LCS LCS % Rec
Parameter Units Cone. Result % Rec Limits Qualifiers
Total Suspended Solids mg/L 250 268 107 80-120
SAMPLE DUPLICATE: 1204748
92201543001 Dup
Parameter Units Result Result RPD Qualifiers
Suspended Solids
mg/L 100 98.5 2
SAhIPLE DUPLICATE: 1204749
92201459004 Dup
Parameter Units Result Result RPD Qualifiers
Tota° Suspended Solids mg/L ND N❑
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/23/2014 11:16 AM without the written consent of Pace Analytical Services, Inc..
Page 7 of 11

/+p J� 6
�t�L� AHo f fcalj
W'm oarembs Dam
QUALIFIERS
Project: TEAM IND, 2167
Pare Project No.: 92201469
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.
PRL - Pace Reporting Limit.
RL - Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine (8270 listed analyte) decomposes to Azobenzene.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(0) - 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-Chloroathyivinyl ether, Styrene, and Vinyl chloride.
Pace Analytical is TN[ accredited. Contact your Pace PM for the current list of accredited analytes.
TN -The NELAC Institute.
REPORT OF LABORATORY ANALYSIS
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Dale: 05/2312014 11:16 AM without the written consent of Pace Analytical Services, Inc.. Page 8 of 11

aceAnalytical
wwv.PecelaAi.caer
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, 128804
[phone]
Project:
Pace Project No..
TEAM IND. 2167
92201469
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch Analytical Method
Batch
92201469001
SW -A
EPA 1664E
GCSV117625
92201469002
SW-8
EPA1664B
GCSV117625
92201469001
SW -A
EPA 200.7
MPRP115969 EPA 200.7
ICP114447
92201469002
SW-B
EPA 200.7
MPRP115969 EPA 200.7
ICPI14447
92201469001
SW -A
SM 2540D
WET131150
92201469002
SW-B
SM 2540D
WET131150
REPORT OF LABORATORY ANALYSIS
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Date: 05/23/2014 11:16 AM without the written consent of Pace Analytical Services, Inc.. Page 9 of 11

X�� kMnal
The .nm
CHAIN.OF-b!__JST,9DY I Analytical Request Document
The Chain -of -Custody is a LEGAL ID&CUM ENT, All Wevani fields must be completed accurately.
Page: of If
Section A Section B Section C
Required Client Inforniatfow. Required Project Information: Invoice Information;
Cc R T Attention: r�
Re
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1787241
pan
5ar�
Addres
Copy TOT
Company Name:
REGk1LATORYJGE Z7
Address-.
F NPDFS F GROUNDWATER F DRINKING WATER
F US1 RCRA OTHER
ail
Purchase Order No.:
Pao Quote
o%ftomtw
ReferReference:r-
P 31 _ 3F61
N ;1W
JProject Name: 7]3r ivlan-gpe,
Paco mje.t
fL
Site 6c��f�n
A4 11­:.�
Requ sled Due DaterrAT:
Project Number:
Pace Flufle #:
943
Riique6ted
Anitlysls
Filt6r6d:'
.(YIN):
Section D Matrix Codas
Required Chenl Information
COLLECTED
Preservatives
Drinking Water DW
a
0
0
WOW WT
WasteWaterww
Ccmr�os;r L
COMPOWL
Product
START
ilrsand SL
U)
SAMPLE ID CII CL
WipeWP
(A-Z, D-D l
0
0:
w
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r3 Air AR
Semple IDS MUST BE UNIQUE Tissue TS
0
0,
0
Lj
a
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F
CD
Other OT
w
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SAMPLE CONDITIONS
SAMPLER NAME ND SIGNATURE
ORIGINAL PRINT Name of SAMPLER,
SIGNATURE of SAMPLER: DATE SignalaT
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'IMPD,tant Note, ey signing this form you ere aCcopfing Pace's NET 30 day p0ymonl lams and agreeing to late charges of 1.5% per month for any invoices not paid -n 30 days . I I F-ALL-0-020rev.07, 15-May-2007

Document Name: Sample Condition Upon
' Document Revised: April 9, 2014
Analytical-
Receipt SCUf
Page 1 of 2
Document No.:
Issuing Authorities:
F-ASV-CS-003-rev.13
Pace Asheville Quality Office
Client Name: 4C�o ,-'�,A v'.
Courier (Circle): Fed Ex UPS USPS. li Commercial Pace Other
Custody Seal on Cooler/Box Present: es no Seals intact: yes ❑ no
Packing Material: Bubble Wrap Bubble Bags ❑ None ❑ Other
Thermometer Used: IR n# -1 0265963 Type of Ice: oeBlue None Samples on ice, cooling process has begun
Other:
Temo Correction Factor: Add 1 Subtract C
Corrected CoolerTemp.: G
Temp should be above freezing to M
Biologic
Tissue is Frozen: Yes Ne Date and Initials f p rson exam! ing
Comments: contents: -
Chain of Custody Present:
a No
ONIA
1.
Chain of Custody Filled Out:
Y ❑No
❑NIA
2.
Chain of Custody Relinquished:
y o
❑NIA
3.
Sampler Name & Signature on COC:
6 Y ❑No
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Samples Arrived within Hold Time:
Yes ❑N
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❑Y No
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Yes Na
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7.
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Na
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8.
Correct Containers Used:
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Ye ❑ o
Y ❑No
❑NIA
❑NIA
9.
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Yes ❑No
ON16,
1Ci.
Filtered volume received for Dissolved tests
OYOZICIN.
ONIA
11.
Sample Labels match COC:
-'ncludes date/time/ID/Analysis Matrix:
FYes ❑No
❑NrA
12.
All containers needing preservation have been chocked.
All containers needing preservation are found to be in
corr, pl iance with EPA recommendation,
4
exceptions: VOA, whforrr, TOC, O&G, WI-DRO (water)'
es rya
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❑Ye No
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.
Samples checked for dechlorination:
Yes ON.
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14.
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Dyes ONO
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Trip Blank Custody Seals Present
Pace Trip Blank Lot # (if purchased):
❑Yes ❑No
❑Yes ON.
/N
16.
Client Notification/ Resolution: Field Data Required? Y 1 N
Person Contacted: Date/Time:
Comments/ Resolution:
SCURF
Date:
SRF Review: I (-j — Data; 1 JID1f `T�
Note: Whenever there is a discrepancy affecting Nrth Carolina
compliance samples, a copy of this form will be sent to the North
Carolina DBHNR Certification Office ( i.e out of hold, incorrect
preservative, out of temp, incorrect containers)
WO#:92201469
92201469
Page 11 of 11

STATE OF NORTH CAROLINA
DEPARTMENT OF ENV[ RONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCGO30000
CERTIFICATE OF COVERAGE No. NCG030026
STORMWATER
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Team Industries -Andrews Inc
is hereby authorized to discharge stormwater from a facility located at:
Team Industries -Andrews, Inc.
3750 Airport Rd
Andrews
Cherokee County
to receiving waters designated as Valley River, a class C;Tr waterbody in the Hiwassee River
Basin in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts 1, 11, III, and IV of General Permit No. NCG030000 as attached,
This certificate of coverage shall become effective December 4, 2012.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this 41h day of December, 2012.
t5
for Charles Wakild, PZ, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Lou Nelson
December 4, 2012
Page 2 of 2
Some of the changes include:
• Part II:
• Section A: The Stormwater Pollution Prevention Plan (SPPP) section, if applicable, has been updated
to the most current language of our permits. Additional conditions for specific industry sectors have
been added to the SPPP requirements in some cases.
• Sections B, C: Failure to perform analytical stormwater monitoring may result in the Division requiring
that the permittee begin a monthly sampling scheme.
• Sections B, C: A lower TSS benchmark of 50 mg/I for HQW, ORW, PNA and Tr Waters applies to these
more sensitive waters.
• Sections B, C. The monitoring parameter Oil & Grease (O&G) has been replaced by the parameter
Total Petroleum Hydrocarbons (TPH) for vehicle maintenance areas, and in some cases, other
analytical monitoring requirements.
• Sections B, C, D: Inability to sample due to adverse weather must be recorded in the SPPP, or in
separate on -site records if your General Permit does not require an SPPP. Adverse weather is defined
in the "Definitions" section of the permit.
• Sections B, C: The term "Representative Storm Event" has been replaced by "Measurable Storm
Event." A measurable storm event is defined in the permit.
• Section D: If the permittee falls to respond effectively to problems identified by qualitative
monitoring, DWQ may require the permittee to perform corrective action.
Please review Parts III and IV to understand the Standard Conditions of your new NPDES General Permit,
including Compliance and Liability, Reporting, Monitoring and Records requirements; Operation and
Maintenance obligations; and Definitions. Please note that all samples analyzed in accordance with the terms
of this permit must be submitted to the Division on Discharge Monitoring Report (DMR) forms available on
the Stormwater Permitting Unit's website above. DMR forms must be delivered to the Division no later than
30 days from the date the facility receives the sampling results from the laboratory. Also note that existing
permittees do not need to submit a renewal request prior to expiration unless directed by the Division.
Your coverage under the General Permit is transferable only through the specific action of DWQ. This permit
does not affect the legal requirements to obtain other permits which may be required by DENR, nor does it
relieve the permittee from responsibility for compliance with any other applicable federal, state, or local law,
rule, standard, ordinance, order, judgment, or decree. If you have any questions regarding this permit
package, please contact the Division's Stormwater Permitting Unit at [phone].
Sincerely,
/I
for Charles Wakild, P.E.
cc: DWQ Central Files
Stormwater Permitting Unit Files
Asheville Regional Office

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
Lou Nelson
Team Industries -Andrews Inc
37SO Airport Rd
Andrews, NC 28901
Dear Permittee:
Charles Wakild, R E.
Director
December 4, 2012
Dee Freeman
Secretary
Subject: NPDES Stormwater Permit Coverage Renewal
Team Industries -Andrews, Inc.
COC Number NCG030026
Cherokee County
In response to your renewal application for continued coverage under stormwater General Permit NCGO30000
the Division of Water Quality (DWQ) is forwarding herewith the reissued General Permit. This permit is
reissued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of
Agreement between the state of North Carolina and the U.S. Environmental Protection Agency, dated October
15, 2007 (or as subsequently amended).
The following information is included with your permit package:
• A new Certificate of Coverage (COC)
• A copy of General Permit NCG030000
• A copy of the Technical Bulletin for the General Permit
• Two copies of the Discharge Monitoring Report (DMR) Form
• Two copies of the Qualitative Monitoring Report Form
The General Permit authorizes discharges of stormwater, and it specifies your obligations for discharge
controls, management, monitoring, and record keeping. Please review the new permit to familiarize yourself
with all the changes in the reissued permit. Your facility has six (6) months from the time of receipt of the
permit to update your current SPPP to reflect all new permit requirements.
The first sample period of your permit begins January 1, 2013. Your facility must sample a "measureable
storm event" beginning during the periods beginning January 1 and July 1 of every year (or, if applicable,
report "No Flow," as outlined in Part III, Section E). Also, please note that Tier 3 Actions in Part II of your
permit are triggered by benchmark exceedances on four occasions beginning on the effective date of this
permit and do not count prior exceedances.
The more significant changes in the General Permit since your last COC was issued are noted either in the
Draft Permit Fact Sheet that accompanied the public notice (http://portal.ncdenr.ore/web/wq/ws/su/current-
notices), or in the Response to Comments / Summary of Changes and Technical Bulletin documents that are
posted on the Stormwater Permitting Unit's website with the new General Permit. Please visit
http://portal.ncdenr.crg/web/wq/ws/­su/npdess (click on 'General Permits' tab) to review that information
for your specific General Permit carefully.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] l FAX: [phone]
Internet: www.nmalergualo org
An Equal Cpporiunity 1 Affornative Action Employer
NorthCarolina
Naturally

July 1, 2010
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ENGINEERING & H YDROGE0120C
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231 HAYWOOD STREET, ASHEVILLE, NC 28801
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W WW. A LT AM D NTE NV IRON ME NTAL.GOM
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Central Files
Division of Water Quality
North Carolina Department of Environment and Natural Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: Stormwater Sample Analytical Results, May 2010
TEAM Industries Andrews, Inc.
Andrews, Cherokee County, North Carolina
Certificate of Coverage Number-NCG030026
To Whom It May Concern:
t
s
Iu
9
-AUG 1 9 2010 !
WATER QUALITY SECTION
ASHEVII i E AEG,ONAL OFFiC:E
CD
On behalf of TEAM Industries Andrews, Inc, (TEAM), Altamont Environmental, Inc. (Altamont)
collected two stormwater samples on May 21, 2010, 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 SW A. For concentrations
detected in samples were below or within the acceptance range of benchmark value
concentrations, except for the total suspended solids (TSS) concentration. This letter provides
background information and describes the methods, findings, and conclusions regarding the
stormwater sample collection and analyses.
BACKGROUND
TEAM received a letter from the Division of Water Quality, dated November 1, 2007, reissuing the
continued coverage under stormwater General Permit NCG030000. The Certificate of Coverage
became effective November 1, 2007 and will expire at midnight on October 31, 2012, The Division
of -Water Quality letter included a General Permit that was revised since TEAM received the last
Certificate of Coverage. The new General Permit indicated that the permittee shall complete the
analytical sampling at a minimum on a semi-annual schedule, 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.
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 indicated on Figure 2 (attached).
Under the new Certificate of Coverage, Altamont collected samples from the stormwater outfalls on
May 21, 2010. The sample collection procedures and analytical results are described in the
following sections.
METHODS
On May 21, 2010, Altamont mobilized to the TEAM facility to collect stormwater samples during a
representative storm event of approximately 0.16 inches (Note: The rainfall depth was obtained
from the National Oceanic and Atmospheric Administration records for the Andrews -Murphy Airport
gauge station). Prior to mobilization, Altamont calibrated the pH and other field parameter
P:ITeam Ind\Environmental Management\Stormwater\Semi-Annual Stormwater Reports\Stormwater Sampling
Event 201.0-051Ltr-DWQ_2010-05 SW Monitoring Results.Docx

DWQ Central Files
July 1, 201D
Page 2 of 3
measurement devices. Altamont's Equipment Documentation and Instrument Calibration Data
Sheet are attached.
The stormwater samples were collected from two outfalls labeled.SW A and SW B (see Figure 2).
SW A and SW B are the approximate locations where the previous samples were collected.
Samples were collected 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) of Asheville, North Carolina for laboratory analyses, pH was
measured in the field and at the Pace laboratory, pH data was collected in the field by placing a
probe within the flow of the respective outfall, and the pH was recorded following stabilization.
The Altamont representative also conducted a Stormwater Discharge Outfall (SDO) Qualitative
Monitoring event during the stormwater analytical sampling event. This monitoring report is
attached for reference.
According to the National Oceanic Atmospheric Administration records, the May 21, 2010, storm
event between 4:20 AM and 2:15 PM measured 0.16 inches. The most recent preceding rainfall
occurred on May 17, 2010, and measured 0.14 inches. The total flow was calculated based on the
amount of area draining to each outfall, the amount of built -upon (impervious) area, and the total
amount of rainfall. The flow calculation is attached for reference.
FINDINGS
The laboratory analytical results are summarized in the SDO 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 except for the TSS concentration
detected in SW B. SW B had a TSS level in excess of the TSS benchmark value. The laboratory
analytical report and chain -of -custody form are attached. The field measurements of pH were
within the acceptable benchmark range, and the results are summarized within the SDO Monitoring
Report.
Altamont believes that the exceedance of TSS in SW B was due to the shallow sampling location of
SSW B, and not due to excess turbid stormwater runoff coming from the TEAM property. It is likely
that sediments may have been stirred up from the bottom of the sampling location (due to it being
fairly shallow), and thus may have contributed to the benchmark value exceedance. However, a
Tier One response will be initiated. In accordance with the NPDES stormwater permit, a copy of the
Tier One response information will be maintained on -site at the TEAM facility in their Stormwater
Pollution Prevention Plan notebook.
Historically, outfail samples collected by Altamont had been analyzed for Total Toxic Organics
(TTO). Since the sampling period in the fall of 2008, TEAM Ind. 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 Ind. was no longer
required to analyze for TTO during semi-annual stormwater monitoring events.
The SDO Qualitative Monitoring Report did not warrant further investigation of SW B, due to the
high clarity, low solids, and no presence of foam or oil sheen at the stormwater outfall. However,
an oil sheen was observed at SW A. During the Tier One response that is being initiated for SW B,
the watershed area draining to SW A will also be inspected to determine if any corrections should
be implemented. Please note, the oil and grease concentration at SW A was 13.0 mg/L, which is
less than the benchmark limit for oil and grease of 30 mg/L.
CONCLUSIONS
.1'he results were below or within the range of the benchmark vdlue concentrations specified in the
general permit for all parameters except the TSS concentration in SW B. Altamont believes that
P:%Team lnd`Environmental ManagementlStormwaterlSemi-Annual Stormwater Reports\Stormwater Sampling Event 2010-
051Ltr-DWO 2010-05 SW Monitoring Results.Docx

DWQ Central Files
July 1, 2010
Page 3 of 3
this exceedance of TSS was due to the shallow sampling location, -and not due to'excess turbid
stormwater runoff coming from the TEAM property. A Tier One response will be initiated to assist
TEAM in identifying any possible facility -related causes of the exceedance in SW B and the oil sheen
observed in SW A and correcting any problems, if needed.
Altamont will conduct the next analytical monitoring of stormwater discharges during another
representative rain event between July 1, 2010 and December 31, 2010, and at least 60 days after
the current monitoring event.
If you would like additional information, please contact the undersigned at [phone] or
contact Mr. Terry Yonce at [phone].
Sincerely,
ALTAMONT ENVIRONMENTAL, INC.
Lisa A. Manning, PE, LEED AP
Attachments; Figures 1 and 2
Equipment Documentation and Instrument Calibration Data Sheet
Surface Water Sampling Logs
Flow Calculation
SDO Qualitative Monitoring Reports
SDO Monitoring Report
Laboratory Analytical Report and Chain of Custody Form
cc: Mr. Lou Nelson, TEAM Industries Andrews, Inc,
Mr. Terry Yonce, TEAM Industries Andrews, Inc.
Duplicate, Central Files
L XY
PATeam IndkEnvironmental Ma nag ementlStormwater\Semi-Annual stormwater Repo rts\Sto rmwater Sampling Event 2010-
051Ltr-DWQ_2010-05 SW Monitoring Results.Docx

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SITE LOCATION MAP FIGURE
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DRAWN BY LISA MANNING SCALE ANDREWS, NORTH CAROLINA
PROJECT MANAGER: CHRIS GILBERT Feet
CLIENT: TEAM INDUSTRIES ANDREWS p 75D 1500 3Q60
DATE: 01127/201a ,,P.%Team InaEnviromental Man8gement%Stormwater55e l-AnnuagFlgure 1 Site Lm kapeca.mxd

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DRAWN BY: LISA MANNING SCALE (FEET)
PROJECT MANAGER: CI-IWS GILBERT ' 100, 0 loo' 200'
CLIENT: TEAM INDUSTRIES
DATE: 01)27/2010 1' a 20D'
NOTES:
1, SOURCE: OUTBOARD MARINE CORPORATION
FACILITY MAP PREPARED BY PALMER'S
SURVEYING, INC. DATED MAY 27, 1999.
2. ADDITIONAL DRAWING NOTES BASED ON
ALTAMONT FIELD OBSERVATIONS.
STORMWATER DISCHARGE OUTFALL (SDO) LOCATIONS FIGURE
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Equipment Documentation & Instrument Calibration Data Sheet
Calibration Documentation
Pro'ect Name: Team Industries Person Conducting Calibration: E. Yurkovich
Proiect_Number: 2167.03 Date of Calibration: 5/21/2010 _
Pro'ect Location: Andrews, NC Date of Field Measurements: 5/21/2010
Equipment Documentation
c UI FIM[ K ur [HULelS U5eU to taKe measurements
(e.g. wa€er level me
Equipment Type
Serial Number
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
Micro TPW.Turbidity Meter
rers, survey equipment, etc.);
Calibration
Standards Exp Date
Instrument
Serial #
Instrument Reading
0.02 NTU
1 10.0 NTU
1000 NTU
200601045
Initial: t
Initial: �7 r
Initial:�n
Cal• 1Q
Cal:
Cal: F�
Time. ?
Time:
Ti ne:�+,F
YSI 556 Muldparameter Meter
Instrument Serial Number
0713100979
Instrument Readings
Calibration
Expiration Date
Dissolved Oxygen
Initial; �,-y�
Cal:
mmHg:,.?,.?Timer
NA
QC*
AM Time:
Meas:
Mid Day Time:
Check:
PM Time:-
Check:
NA
PH 7 S.U. report to
0.3
Initial: `Goa
Cal: •�oo
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Time: -q3p
r3
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Initial: F y Iq
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Cal: gon
Time:
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5
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Check:
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Spec. Cond. Initial:
Cal: 1
Time:
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44714123 mS**
"1
3 C7
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Meas: �If
Mid Day Time:
Check: PM Time:
Check:
Q51v
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DRP 200 my Initial-, �,Q y t Cal: Time: gala
t
,votes:
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, p1-1 7, pH 4, pH 10, ORR QC checks.
.4. QC Acceptable Flanges: pH +l 0.15.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 every four hours,
6, **. Indicates to choose a Specific Conductivity buffer of 447, 84, or 23 m5 avl:ich is closest to historical readings frorn the praject locatic
PATPmn1atPdr;W-n611�nu FormslCalibration Data Sheet YSI 556-Rev 1.x1s Page 1 of 1

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E NG I N E E R I NG $c H Y d R O G E O L O G Y
231 HAYWOOD STREET; AsNEViLLE. NC 28801
TEL.[phone] FAC.928.281,:5351
WWW.ALTAMONTEr4VIRONMENTAT-.COM
Surface Water Sampling Log
tOJECT NAME: Team Industries
tOJECT NUMBER: 2167.03
WPLING PERSONNEL: E. Yurkovich
DATE: 5/2112010
WEATHER:
f /�
WIPLE NAME: 5�hj—
OMMENTS: sAnm'- ,V
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AMPLE METHOD: GRAB SYRINGE PUMP BAILER••D1SP. OTHER:
TIME
TEMP
(°C)
SPECIFIC
COND.
(µS)
DISSOLVED
OXYGEN.
(mg[L)
pH
(S.U.)
report to
D-1-S-U.-----
OXIDATION
REDUCTION
POTENTIAL
•---(mV)
TURBIDITY
(NTU)
COMMENTS
1
R,
i
.=J�SV
t1dj C
a1ii 0
-)AMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
i00 mL PLASTVC .
?5�] mt. Pi.�1STIC I
t-� j-?nn-7
l'!�Y — = --
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_
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10 mL GLASS
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VOCs 624
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DTHER 1 L Plastic
1
TSS
VEGETATION:-l11i'-)4 ACCESS:
;a mpling Personnel Signature: Date:
`dotes: 'C -- degrees Celsius
µ5 = micro-Siemen per cubic centimeter
mg/L = milligrams per liter
S.U. = standard units
mV = r-niHi„olt
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
h•tT'.,..,r,ia1-nc1r�A! nrillinri Formsl5een SaraDlinq Log.xls - Page 1 of 1

231 HAYWOOD' STREET, ASHEVILLE, NC 28B01
TEL.[phone] FAC.828.281.3351
WWW.ALTAMONTENVIRONMENTAL.COM
Surface Water Sampling Log
t9JECT NAME: Team industries _
tOJECT NUMBER: 2167.03
N1PLlNG PERSONNEL: E. Yurkovich
-DATE: 5/2112010
WEATHER: C_.6,)3C-05a
AMPLE NAME: IV-R-41
OMMENTS:
• � Egli:
A
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el" tkzo
AMPLE METHOD: GRAB SYRINGE PUMP
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TIME
TEMP
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SPECIFIC
COND.
(µS)
DISSOLVED
OXYGEN
(mg/L)
pH
(S,U.)
report to
OXIDATION
REDUCTION
POTENTIAL
(rnV)
TURBIDITY'
(NTU)
COMMENTS '
C 0 )
a
.5l,Q;?
�5t
S
•l^ 9
� !
'AMPLTNG CONTAINER
NUMBER OF C0NTAINERS
REQUESTED ANALYSiS
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a l2_00.7
Nlpt-
1.25 mL PLASTIC
10 mL GLASS
3
VOCs 624
L L GLASS
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DTHER 1 L Plastic
I
TSS
JEGETATION: `--Afi(j4 ACCESS: Z)L
;alnpling Personnel Signature:
'P,
Date: 4N,
Notes: °C = degrees Celsius
µS = micro-Siemen per cubic centimeter
mg/L = mllligrams per liter
S.U. = standard units
mV = millivolt.
TUTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
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Given;
.Area contributing to outfall SW A = 6.43 acres
Area contribu�ing to outfall SW B 3.73 acres
Total Event Precipitation = 0.16 inches
SW A
Area Area
contributing to contributing to Rainfall
0UtfaII SW A outfall SW A
F(-.-43 acres * 43,560 ft' 0.16 inches
1 acre
5W B
Storrnwater Flaw Calculation
TEAM Industries. Andrews, Inc.
Andrews, North Carolina
May 21, 2010
Volume of
Rainfall Rainfall for Runoff Runoff Runoff to SW A
Sample Date
1 ft _ 3,734.54 ft3 * 7.48 gal 1 Mgal 0.028 Mgal
12 inches 1 ff3 1,000,000 gal
Area Area Volume of
contributing to contributing to Rainfall Rainfall Rainfall for Runoff Runoff Runoff to SW B
outfall SW B outfall SW B Sample Date
acres 43,560 ft2 * 0.16 inches * _ 1 ft = 2,166.38 ft3 7.48 gal * 1 Mgal 0.016 Mgal
1 acre 12 inches 1 ft3 1,000,000 gal
Notes:
1. fC — square feet
2. ft = feet
3. ft3= cubic feet
4. gal = gallons
5. Mgal = million gallons
P:VFeam lnd\Environmental Management\Stormwater\Semi-annuai Stormwater Repo rts\Sto rmwa ter Sampling Event 2010-051Stormwater Flow Calculation 2010-05.xlsx Page 1 of 1

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Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report.
Fol-kuidance onfilling out thisform, please visit: htt :11h2o.enr. tate.nc rs/su1F rms Document .htm#m c rms
Permit No,: NIC/Ol3/OIOIO/O/OI or Certificate of Coverage No.: NICVgJ3&0/2_ l6/,
FacilityName: _ _ TEAM Industries Andrews, Inc.
County: Cherokee Phone No. _ [phone]
Inspector: Evpoj
Date of Inspection:
Time of Inspection:
Total Event Precipitation (inches):
0, l i.0
Was this a Representative Storm Event? (See information below) . X Yes No
Please check your permit to verify if Qualitative Monitoring must be performed during a representative
storm event (requirements vary).
A `-`Representative Storm Event' is a storm event that measures greater than 0.1 inches, of rainfall and that
is preceded by at least 721iours (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.
I3y this signature, I certify that this report is aat) aid complete to the best of my knowledge:
= (Signature of Perm ittee or Designee) - -
1. Outfall Description,
OutfalI No, SW A Structure (pipe, ditch, etc.) Pipe to ditch
Receiving Stream: Welch Mill Creek
Describe the industrial activitics that occur within the outfali drainage area: Production of outboard
motor components and darts_ Sep cific-aperations include machining, aluminum conversion coating,
aluminum impregnation, electrodeposition �al i�g surface finishing, and heat -treating.
2. . Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint (light,
medium, dark) as descriptors: SMI&M. -_x5a JeM4 1-%AUo
Page 1 of 2
sMU-242-112609

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:
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 O 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 QL66
8. Is there an oil sheen in the stormwater discharge? 0yes No
9. Is there evidence of erosion or deposition at the outfalI? Yes
10. Other Obvious Indicators of Stormwater Pollution:
List and describe Afnn-e
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be
indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
r
SWU-242-11269$

a
Stormwater Discharge Outfall (SD4)
Qualitative Monitoring Report
For guidance on filling out this form, please visit: htip://h2o.Qnr.state.rtc.usIsitIForms„Poeumen1s.htm#mJsgfos
Permit No.: N/C101310/0/014/Q1 or Certificate of Coverage No.: N/CIG1O1310/Q/2/6(
Facility Name: TEAM Industries Andrews:1�c.
County: Cherokee Phone No. _(828) 835-4000
Inspector:
Date of Inspection; 51airaow
Time of inspection:. lq 6z)
Total Event Precipitation (inches):
Q &
Was this a Representative Storm Event? (See. information below) X Yes —NO
Please check your permit to verify if Qualitative Monitoring must be performed during a representative
storm event (requirements vary).
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 fiours (3 days) iri whichno•storm event measuring greater than •0.1 inches has
occurred. A singte storm event may contain up to 10 consecutive lidurs of no precipitation.
By this signature, -I certify that this report is ace , e nd complete to the best of my knowledge:
(Signature of-Permittec or Designee) .
1. 4utfall Description:
Outfall No. SW B Structure (pipe, ditch, etc.) Pipe to ditch
Receiving Stream: Welch Mill Crcek
Describe the industrial activities that occur.within the outfall drainage area: Prodtiction of outboard
motor components and harts. SMcific operations include mAcbining, alanninurn conversion coating,
aluminum impregnation, electrodenosition_painting, surface finishing and heat -treating.
2. Color: Describe the color of the discharge using basic colors (red, brown, -blue, etc.) and tint (light,
inedium, dark) as descriptors: 14rmm
Page L of 2
5WU-242-112606

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 I is clear and 5
is very cloudy: ;
1 /tN 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:
1 LJ 3 . 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids ii► the
stormwater discharge,'where 1 is no solids and 5 is extremely muddy:
3 4 5
7. Is there any foam in -the stormwater discharge? Yes N°
i
S. Is there an oil sheen in the stormwater discharge?. Yes 2�0
9. Is there evidence of erosion or deposition at the 011tfall? Yes
to. Other Obvious Indicators of StorrnwRter Pollution:
List and describe Mmy-
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition maybe
indicative of pollutant exposure. These conditions warrant further investigation.
..Page 2 of
SVVU-242-11260'.

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STOA.MWATER DISCHARGE OUTFALL (SDO)
MONITORING REPORT
GENERA-L PERMIT NO.: NC0300000 SAMPLES COLLECTED DURING CALENDAR YEAR: 2010
CERTIFICATE OF COVERAGE NO.: NCG030026 (This monitoring report is ducat the Division no later than 30 days from
the date the facility receives the sampling results from the laboratory.)
FACILITY NAME: TEAM Industries Andrews, Inc. COUNTY: Cherokee
PERSON COLLECTING SAMPLES: Evan Yurkovich PHONE NO.: (8W 835-4051
CERTIF[ED LABORATORY: Pace Ana[vticai Services Inc. Lab # Sec Lab Report
Altamont Environmental Lab # 5445 PLEASE SIGN ON THE REVERSE 3
Part A: Specific Monitoring Requirements
Outfall
No.
Bate
Sample Collected,
molddi r
00530
00400
01051
00556
79141
Total Suspended Solids,
m lL
pH,
Standard units
Lead,
m /L
Oil and Grease,
m
Total Toxic Organics,
m
Benchmark
-
100
Within 6.0-9.0
0.033
30
1
SW A
05/21/2010
< 2.5
6.44*
< 0.005
13.0
NA
SW B
05/21/2010
372
6.s2*
< 0.005
< 5.0
NA
"Based on field measurements
Note: If you report a sampled value in excess of the benchmark value, or outside the benchmark range for pN, you must implement Tier I or Tier 2 responses.
See General Permit text.
Did this facility perform Vehicle Maintenance Activities using more than 55 gallons of new motor oil per month?
(if yes, complete Part B)
Part B: Vehicle Maintenance Activity Monitorin^ Requirements
yes X no
Outfall
No.
Date
Sample Collected,
moldd/ r
00556
00530
00400
Oil and Grease,
m /L
Total Suspended Solids,
m /L
pH,
Standard units
New Motor Oil Usage,
Annual average al/mo
Benchmark
-
30
100
6.0 — 9:0
-
Nate: If you report a sampled value in excess of the benchmark value, or outside the benchmark range for pH, you must implement Tier 1 or Tier 2 responses.
See General Permit text.
STORM EVENT CHARACTERISTICS:
Date: 05/21/2010 (first event sampled)
Total Event Precipitation (inches): 0.16
Date (list each additional event sampled this reporting period, and rainfall amount)
Total Event Precipitation (inches):
Mail Original and one copy to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
S WU-245-031308
Page 1 of 2

1 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).
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 ofthe solvent management
plan included in the Stormwater Pollution Prevention Plan."
L dv 111!5G3iJ,---
Name (Print name)
«Al -/
Title (Print title)
(Signature) (Gate)
'.'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,
trite, accurate, and complete. 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)
S W U-245-031308
Pale 2 of 2

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aGeAnaly idal
wwwpeceleftcnm
June 03, 2010
Mr. Chris Gilbert
Altamont Environmental
231 Haywood Street
Asheville, NC 28801
RE: Project: TEAM IND 05/24
Pace Project No.: 9270053
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite100
HuatersWle, NC 28078
[phone]
Dear Mr. Gilbert:
Enclosed are the analytical results for sample(s) received by the laboratory on May 24, 2010. The
results relate only to the samples included in this report. Results reported herein conform to the
most current NEI_AC standards, where applicable, unless otherwise narrated in the body of the
report,
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed at tiur Pace Hufitersville laboratory unless otherwise footnoted: All
Microbiological analyses were performed at the laboratory where the samples were received.
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 riot be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..
iep
Page 1 of 14

aceAnalytical
www.painlefis.com
Project: TEAM IND 05124
Pace Project No.: 9270053
Charlotte Certification IDs
9800 Kincey Ave. - Ste 100 Huntersville, NC 28078
West Virginia Certification #: 357
Connecticut Certification #: PH-0104
FtoridalNELAP Certification #: E87627
Kentucky LIST Certification #: 84
Louisiana/LELAP Certification #: 04034
New Jersey Certification #: NC012
North Carolina Drinking Water Certification #: 37706
Asheville Certification IDs
2225 Riverside Dr, Asheville, NC'28804
Connecticut Certification #: PH-0106
LouisianalLELAP Certification * 03095
Massachusetts Certification #: M-NC030
New Jersey Certification #: NC011
North Carolina Bioassay Certification #: 9
North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
CERTIFICATIONS
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
Pennsylvania Certification #: 68-00784
South Carolina Certification #: 99006001
South Carolina Drinking Water Cert. #; 99006003
Tennessee Certification #: 04010
Virginia Certification #: 00213
Pennsylvanla Cerlification #: 68-03578
South Carolina Bioassay Certification A 9903002
South Carolina Certification #: 9903001
Tennessee Certification #: 2980
Virginia Certification #: 00072
West Virginia Certification #: 356
FloridalNELAP Certification M E87648
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
JJ Oqq'
Pace Analytical Services, Inc,
9800 KinceyAm Suite 100
Huntersvllle, NC 28078
[phone]
Page 2 of 14

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceAnaly ical 2225 Riverside Dr. 9800 K6cey Ave. Suite 100
w,N,paoa�aftcam Asheville, NC 28804 Huntersviile, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project: TEAM IND 05124
Pace Project No.: 9270053
Sample: SW -A Lab ID: 9270053001 'Collected: 05/21/10 14A5 Received: 05124/10 10:10 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
HEM, Oil and Grease Analytical Method: EPA 1664A
Oil and Grease 13.0 mg/L 5.0 1 06/01/10 17:43
200.7 MET ICP Analytical Method: EPA 200.7 Preparation Method: EPA200.7
Lead. ND ug1L 6.0 1 05/27/1012.00 05/28/t015:04 7439-92-1
624 Volatile Organics Analytical Method: EPA 024
Acrolein
NO uglL
100
1
05/31/10 22:37 107-02-8
Acrylonitriie
Nd ug/L
100
1
05/31/10 22:37 107-13-1
Benzene
NO ug1L
5.0
1
05131/10 22:37 71-43-2
Bromodichloromethane
ND ug/L
5.0
1
05/31/10 22:37 75-27-4
Bromoform
ND ug/L
5.0
1
05/31/10 22:37 75-25-2
Bromomethane
ND ug1L
10.0
1
05/31/10 22:37 74-83-9
Carbon tetrachloride
ND uglL
5.0
1
05131/10 22:37• 56-23-5
Chlorobenzene
NO ugll-
5.0
1
0513111022:37 108-90-7
Chloroethane
ND ug1L
10.0
1
05/31/10 22:37 75-00-3
2-Chloroethylvinyl ether
ND uglL
10.0
1
05131/10 22:37 110-75-8
Chloroform
NO ug1L
5.0
1
05131lIg 22:37 67-66-3
Chloromethane
NO ug1L
5.0
1
05/31/10 22:37 74-87-3
Dibromochloromethane
NO uglL
5.0
1
05/31110 22:37 124-48-1
1,2-Dichlorobenzene
ND ug1L
5.0
1
05/31110 22:37 95-50-1
1,3-Dichlorobenzene
ND uglL
5.0
1
05131/10 22:37 541-73-1
1,4-Dichlorobenzene
NO ug1L
5.0
i
05/3111022:37 106-46-7
1,1-Dichloroethane
ND ug1L
5.0
1
0513ill 0 22:37 75-34-3
1,2-Dichloroethane
ND ug/L
5.0
1
05131/1022.37 107-06-2
11-Dichloroethene
NO ugll.
5.0
1
05/31/10 22:37 75-35-4
trans-1,2-Dichloroethene
ND uglL
5.0
1
05/31110 22:37 156-60-5
1,2-Dichloropropane
NO ug1L
5.0
1
05/3l/1022:37 78-87-5
cis- 1,3-Dichloroprope ne
ND ug1L
5.0
1
051300 22:37 10061-01-5
trans-1,3-Dichlorepropene
ND ugll-
5.0.
1
05131/1/) 22:37 10061-02-6
Ethyibenzene
-ND ug1L
5.0
1
05/31/10 22:37 100-41-4
Hexachloro-i,3-butadiene
ND uglL
5.0
1
0513ill D 22:37 87-68-3
Methylene Chloride
NO ug1L
5.0
1
05/31/10 22.37 75-09-2
Naphthalene
NO ug1L
5.0
1
05/31/10 22:37 91-20-3
.1.1,2,2-Telrachloroethane
ND uglL
5.0
1
05131110 22:37 79-34-5
Tetrachloroethene
NO uglL
5.0
1
05/31/10 22:37 127-18-4
Toluene
ND ug1L
5.0
1
05131/10 22:37 108-88-3
1,2,4-Trichlo robe nzene
NO ug/L
5.0
1
05/31/10 22:37 120-82-1
1,1,1-Trichloroethane
ND ug1L
5.0
1
05/31/10 22:37 71-55-6
1,1,2-Trichloroethane
ND uglL
5.0
1
05/31110 22:37 79-00-5
Trichloroethene
NO ug1L
5.0
1
05/31/10 22:37 79-01-6
Vinyl chloride
ND ug1L
5.0
1
05/31/10 22:37 75-01-4
Dibromotluoromethane (S)
100 %
88-113
1
05/31/10 22:37 1868-53-7
4-Bromofluorobe nzene (S)
104 %
86-111
1
05/31/10 22:37 460-00-4
Toluene-d8 (S)
101 %
92-105
1
05/31/10 22:37 2037-26-5
1,2-Dichloroethane-d4 (S)
97 %
70-130
1
05/31/1022.37 17060.07-0
Date: 06/0312010 03:58 PM
REPORT OF LABORATORY ANALYSIS
This report shall not bd reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 3 of 14

aceAnalytical °
~paixfabs.mm
Project: TEAM IND 05124
Pace Project No.: 9270053
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NO 28804
. [phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800KinceyAve. Suite100
Huntersville, NO 28078
[phone]
Sampte: SW -A Lab ID: 9270053001 Collected: 05/21/10 14:15 Received: 05/24/10 10,10 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qua]
2540D Total Suspended Solids Analytical. Method: SM 25401)
Total Suspended Solids ND mg[L 2.5 1 05/26/10 22:03
Date: 06103/2010 03:58 PM
REPORT OF LABORATORY ANALYSIS
This report shad not be reproduced, except in fall,
without the written consent of Pace Analytical Services, Inc..
,w . N4.
4h
Page 4 of 14

aceAnalytrcal
www.pacelabs.com
Pace Analytical Services, Inc.
2225 Riverside Or.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
PaceAnalytical Services, Inc.
9800 Kincey Ave. Sulte 100
Huntersville, NC 28078
[phone]
Project: TEAM (NO 05124
Pace Project No.: 9270053
Sample: SW-B. Lab 10: 9270053002 Collected: 05/21/10 14:50 Received: 05/24/10 10:10 Matrix: Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No, qua[
HEM, Oil and Grease
Analytical Method: EPA 1664A
Oil and Grease
NO mg/L
5.0
1
06/01/10 17:43
200.7 MET ICP
Analytical Method: EPA 200.7 Preparation
Method: EPA 200.7
Lead
NO ug/L
5.0
1 05/27/10 12:00
05/28110 15:07 7439-92-1
624 Volatile Organics
Analytical Method: EPA 624
Acrolein
NO ug/L
100
1
05/31/10 22:56 107-02-8
Acrylonitrile
ND ug/L
100
1
05/31110 22:56 107-13-1
Benzene
NO ug/L
5.0
1
05/31110 22:56 71-43-2
Bromodichloromethane
NO ug/L
5.0
1
05/31/10 22:56 75-27-4
Bromoform
NO ug/L
5,0
1
05/31/10 22:56 75-25-2
Bromomethane
ND ug/L
10.0
1
05/31/10 22:56 74-83-9
Carbon tetrachloride
NO ug/L
5.0
1
05/31/10 22:56 56-23-5
Chlorobenzene
NO ug/L
5.0
1
05/31/10 22:56 108-90-7
Chloroethane
NO ug/L
10.0
1
05/31/10 22:56 75-00-3
2-Chloroethylvinyl ether
NO ug/L
10.0
1
05/31/10 22:56 110-75-8
Chloroform
NO ug/L
5.0
1
05/31/10 22:56 67-66-3
Chioromethane
NO ug/L
5.0
1
35/31110 22:56 74-87-3
Dibromochloromethane
NO ug/L
5.0
1
05/31/10 22:56 124-48-1
1,2-Dichlorobenzene
ND ug/L
5.0
1
05/31110 22:50 95-50-1
1,3-Dichlorobenzene
NO ug/L
5.0
1
05/31/10 22:56 541-73-1
1,4-Dichlorobenzene
NO ug/L
5.0
1
05/31/10 22:56 106-46-7
1,1-Dichloroethane
ND,ugIL
5.0"
1
05/31/10 22:56 75-34-3
1,2-Dichloroethane
NO ug/L
5.0
1
0,9131110 22:56 107-06-2
1,1-Dichloroethene
NO ug/L
5.0
1
05/31/10 22:56 75-35-4
trans-1,2-Dichloroethene.
NO uglL
5.0
1
05/31/10 22:56 156-60-5
1,2-Dichloropropane
NO ug/L
5.0
1
05/31/10 22:56 78-87-5
cis-1,3-Dichloropropene
NO ug/L
5.0
1
0513111022:56 10061-01-5
trans-1,3-Dichloropropene
ND ug1L
5.0
1
05/31/IU 22:56 10061'02-6
Ethylbenzene '
NO ug1L
5.0
1
05/31/10 22:56 100-41-4
Hexachloro-1,3-butadiene
NO ug/L
5.0
1
OW31110 22:56 87-68-3
Methylene Chloride.
NO ug/L
5,0
1
05131/1022:56 75-09-2
Naphthalene
ND ug/L
5.0
1
0513111022:56 91-20-3
1,1,2,2-Tetrachl6roethane
NO ug/L
5.0
1
05/31/10 22:56 79-34-5
Tetrachloroethene
NO ug/L
5.0
1
05/31/10 22:56 127-18-4
Toluene
NO ug/L
5.0
1
05/31110 22:56 108-88-3
1,2,4-Trichlorobenzene
ND ug/L
5.0
1
05/31/10 22:56 120-82-1
1. 1, 1 -Trichloroethane
ND ug/L
5.0
1
05/31110 22:56 71-55-6
1,1,2-Trichloroethane
NO ug/L
5.0
1
05/3111022:56 79-00-5
Trichioroethene
ND ug11-
5.0
1
05/31/10 22:56 79-01-6
Vinyl chloride
NO ug/L
5.0
1
05/31/10 22:56 75-01-4
Dibromolluoromethane (8)
101 %
88-113
1
05/31/10 22:56 1668-53-7
4-Bromofluorobenzene (S)
101 %
86-111
1
05/31/10 22:56 460-00.4
Toluene-d8 (S)
105 %
92-1 D5
1
05/31/10 22:56 2037-26-5
1,2-Dichloroethane-d4(S)
95 %
70-130
1
0513111022:56 17060-07-0
Date, 06/03/2010 03:58 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
wlthoutthe written consent of PaceAnalyticai Services, Inc..
Page 5 of 14

c?CEAt]alytiC�a!`
WWW.Pawabseom
Project: TEAM IND 05124
Pace.Project No.: 9270053
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Paco Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: SW-S LabID: 9270053002 Collected: 05/21/10 14:50 Received: 05/2411010A0 Mtatrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No, Qual
2540D Total Suspended Solids Analytical Method: SM 2540D
Total Suspended Solids 72 mg1L 50.0 1 05/26/10 22:03
Date: 06/03/2010 03:58 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, inc..
�o
Page 6 of 14

acsMalytrcal
wwwpecalehs.00m
Pace Analytical services, Inc.
2225 Riverside 0r.
Asheville, NC 28604
[phone]
QUALITY CONTROL DATA
Project TEAM IND 05124
Pace Project No.: 9270053
QC Batch: GCSVf7762 Analysis Method: EPA 4664A
QC Batch Method: EPA 1664A Analysis Description: 1604 HEM, Oil and Grease
Associated Lab Samples: 9270053001, 9270053002
METHOD BLANK: 450066 Matrix: Water
Associated Lab Samples: 9270053001, 9270053002
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Oil and Grease mg1L ND 5A 06/01110 17:43
LABORATORY CONTROL SAMPLE_: 450067
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huniersvllle, NO 28078
[phone]
Spike LCS LCS , % Rec
Parameter Units Cone. Result % Rec Limits Qualifiers
Oil and Grease mg1L 40 38.7 97 78-114
MATRIX SPIKE SAMPLE: 450068
9269920001 Spike MS MS % Rec
Parameter Units Result Cone. Result % Rec Limits Qualifiers
Oil and Grease mg1L ND 40 39.0 95 78-114
Date: 06103MI0 03:58 PM
REPORT OF LABORATORY ANALYSIS
This report shalt not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..
Page 7 of 14

IeAnalydcal
www.p wabs,wm
Project: TEAM IND 05124
Pace Project No.: 9270053
QC Batch: MPRPI6405
QC Batch Method: EPA 200.7
Associated Lab Samples: 9270053001, 9270053002
METHOD BLANK: 447574
Associated Lab Samples: 9270053001, 9270053002
Parameter Units
Lead ug1L
LABORATORY CONTROL SAMPLE: 447575
Parameter Units
Lead uglL
Pace Analytica! Services, Inc.
2225 Riverside Dr.
Asheville; NC 28804
[phone]
QUALITY CONTROL DATA
Analysis Method: EPA200,7
Analysis Description: 200.7 MET
Pace A natytical Services, Inc.
9800 KlnceyAve. Suite 100
Huntersville, NC 28078
[phone]
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 5.0 05/28/1014:20
Spike LCS LCS % Roc
Cone. Result %Rec Limits Qualifiers
500 512 102 85-115
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 448362
448363
MS
MSD
9270064001
Spike
Spike
MS MSD MS MSD % Rec
Parameter Units Result
Cone.
Conc.
Result Result %Rec %Rec Limits ' RPD Quai
Lead ug/L ND
500
500
493 508 99 102 70-130 3
SAMPLE DUPLICATE: 447577
Parameter
Lead
Date: 06/0312010 03:58 PM
9270084001 Dup
Units Result Result RPD Qualifiers
ug1L ND ND
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..
Page 8 of 14

aceAnalytica!
www.pabefabs.wm
Project: TEAM IND 05124
Pace Project No.: 9270053
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: M5V111086
QC Batch Method: EPA 624
Associated Lab Samples: 9270053001, 9270053002
Analysis Method.
Analysis Description:
EPA 624
624 MSV
METHOD BLANK: 449812
Matrix: Water
Associated Lab Samples:
9270053001, 9270053002
Blank Reporting
.
Parameter
Units
Result Limit
Analyzed
11,1-Trichloroethane
ugiL
NO
5.0
05131/1022:19
1,1,2,2-Tetrachloroethene
ugiL
ND
5.0
05/31/10 22:19
1,1,2-Trichloroethane
ugiL
ND
5.0
05/31/10 22:19
i,i •Dichloroethane
ug1L
ND
5.0
05/31/10 22:19
1.1-Dichloroethene
ug1L
ND
5.0
05131/1022:19
1,2,4-Trichiorobenzene
u9/L
ND
5.0
05/31/10 22:19
1,2-Dichlorobenzene
ug/L
-ND
5.0
05131/1022:19
i,2-Dichloroethane
ug1L
ND
5.0
05/31/10 22:19
1,2-Dichloropropane
ug1L
ND
5.0
05/31110 22:19
1,3-Dichlorobenzene
ug1L
ND
5.0
05131/1022:19
1;4-Dichlorobenzene
ugA-
ND
5.0
05131/10 22:19
2-Chloroethylvinylether
ugiL
N❑
10.0
05131/1022A9
Acrolein
ug1L
ND
100
05/31/10 22:19
Acrylonitrile
ug1L
ND
100
05/31/10 22:19
Benzene
ugA- '
ND
5.0
05/31/10 22:19
Bromodichloromethane
ug1L
ND
5.0
05/31/10 22:19
Bromoform
ugiL
ND
5.0
05/31/10 22:19
Bromomethane
ugiL
ND
10.0
05131110 22:19
Carbon tetrachloride
ugiL
ND
5.0
05/31/10 22:19
Chlorobenzene
ugiL
ND
5.0
05/31110 22:19
Chloroethane
ugiL
ND
10.0
05131110 22:19
Chloroform
ugiL
ND
5.0
05/31/10 22:19
Chloromethane
ugiL
ND
5.0
05/31/10 22:19
cis-1,3-Dichloropropene
ug1L
ND
5.0
05/31110 22:19
Dibromochloromethane
ugiL
ND
5.0
05/31/10 22:19
Ethylbenzene
ugiL
ND
5.0
05/31/10 22:19
Hexachloro-1,3-butadiene
ugiL
ND
5.0
05/31/10 22:19
Methylene Chloride
ugiL
ND
5.0
W31110 22:19
Naphthalene
ugiL
ND
5.0
05/31/10 22:19
Tetrachloroethene
ugiL
ND
5.0
05/31/10 22:19
Toluene
ugiL
ND
5.0 . 05/31/10 22:19
trans-1,2-Dlchioroethene
ugiL
ND
5.0
05/31/10 22:19
trans-1,3-Dichloropropene
ugiL
ND
5.0
05/31/10 22:19
Trichlaroethene
ugiL
ND
5.0
05/31110 22:19
Vinyl chloride
ugiL
ND
5.0
05/31/10 22:19
1,2-Dichloroethane-d4 (S)
%
99
70-130
05131/10 22:19
4-Bromofluorobenzene (S)
%
110
86-111
05/31110 22:19
Dibromofluoromethane (S)
%
92
88-113
05131/10 22:19
Toluene -dB (S)
%
98
92-105
05/31/10 22:19
Date. 06/0312010 03:56 PM REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analyticai Services, Inc„
�o,,,
Qualifiers
Pace Analytical Services, Inc,
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875,9092
Page 9 of 14

•
Pace Analytical Services, Inc.
Analytical
2225 Riverside Dr.
wwsvpeteleb.sara
Asheville, NC 26804
[phone]
QUALITY CONTROL DATA
Project: TEAM IND 05124
Pace Project No.: 9270053
Pace Analytical Services, Inc.
980a Kincey Ave. SURe 100
Huntersviile, NC 28078
[phone]
METHOD BLANK: 450902
Matrix: Water
Associated Lab Samples: 9270053001, 9270053002
Blank Reporting
Parameter
Units
Result Limit
Analyzed Qualifiers
1,1,1 Trichloroethane
uglL
NO
5.0
0610211018:13
1,1,2,2-Tetrachloroethane
uglL
NO
5.0
06102/1018.13
1,1,2-Trichloroethane
ug/L
NO
5.0
06/0211018:13
1;1-Dichloroethane
ug/L
NO
5.0
0610211018:13
1,1-Dichloroethene
ug/L
ND
5.0
0610211018:13
1,2,4Triohlorobenzene
ug/L
NO
5.1)
0610211018:13
1,2-Dichlorobenzene
ug/L
NO
5.0
06102/1D 18:13
12-Dichloroethane
ug/L
NO
5.0
06/0211018:13
1,2-Dichloropropane
ug/L
NO
5.0
06/02/1018:13
1,3-Dichlorobenzene
ug/L -
NO
5.0
06/0211018:13
1,4-Dichlorobenzene
ug/L
NO
5.0
0610211018:13
2-Chtoroethylvinyl ether
u911-
NO
10.0
06/02110 18:13
Acroiein
ug/L
NO
100
06102/1018:13
Acrylonitrile
ug/L
NO
100
06/0211018:13
Benzene
ug/L
NO
5,0
06102/1018:13
Hromodichloromethane
ug/L
ND
5.0
0610211018:13
Bromoform
ug/L
NO
5.0
0610211018:13
Bromomethane
ug/L
NO
10.0
0610211018:13
Carbon tetrachloride
ug/L
NO
5.0
06102/1018.13
Chlorobenzene
ug/L
NO
5.0
06/0211018:13
Chloroethane
ug&
NO
10.0
06/0211018:13
Chloroform -
ug/L
NO
5.0
06/0211018:13
Chloromethane
u91L
NO
5.0
06102/1018:13,
cis-1,3-Dichloropropene
ug/L
NO
5.0
06/02/1018:13
Dlbromochlorometharie
ug/L
NO
5.0
06/0211018:13
Ethylbenzene
ugly
ND
5.0
06/0211D 18:13
Hex achlofo-1,3-buiadiene
ug/L
NO
5.0
D5/0211018:13
Methylene Chloride
ug/L
NO
5.0
06/0211018:13
Naphthalene
uglL
NO
5.0
0610211018:13
Tetrachloroethene
ug1L
NO
5.0
0610211018:13
Toluene
ug/L:
NO
5.0
0610211018:13
trans-1,2-Dichloroethene
ug/L
ND
5.0
06102/1018:13
trans-1,3-Dichloropropene
uglL
ND
5.0
06102/1018:13
Trichloroethene
ug/L
ND
5.0
0610211018:13
Vinyl chloride
ug/L
ND
5.0
06/02/10 18:13
1,2-Dichloroethane-d4 (S)
°/,
92 70-130
06/02/10 18:13
4-Bromofluorobenzene (S)
109 86-111
06102/1018:13
Dibromofluorometharte (S)
%
97 88-113
0610211018:13
Toluene -dB (S)
%
99 92-105
06/02110 18:13
LABORATORY CONTROL SAMPLE:
449813
Spike LCS
LCS % Rec
Parameter
Units
Conc. Result
% Rec Limits Qualifiers
1,10Trichloroethane
ugll-
20 27.8
139 52-162
1,1,2,2-Tetrachloroethane
ug/L
20 19.0
95 46-157
Date: 06/03/2010 03:58 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,
except in full,
without the written consent of Pace Analytical
Services, Inc..
u L�i.Ll.e: i
Page 10 of 14

' r �+, q Pace Analytical Services, Inc. Pace Analytical Servlcea, Inc.
OA! rn'd{t/ ical 2225 Riverside Dr. 9600 Kin"yAve. suite 10
WW.Pac e`b&COm Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
QUALITY CONTROL DATA
Project: TEAM IND 05124
Pace Project No.: 9270053
LABORATORY CONTROL SAMPLE: 449813
Parameter
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
1,1,2-Trichloroethane
ug/L
20
26.2
131
52-150
1,1-Dichloroethane
ug/L
20
23.4
117
59-155
1,1-Dichloroethene
ug/L
20
21.1
105
1-234
1,2,4-Trichiorobenzene
ug/L
20
.21.2
106
70-130
1,2-Dichlorobenzene
ug/L
20
20,7
103
18-190
1,2-Dichloroethane
ug/L
20
23.0
115
49-155
1,2-Dichloropropane
ug/L
26
20.4
102
1-210
1,3-13ichlorobenzene
ug/L
20
20.8
104
59-156
1,4-Dichlorobenzone
ug/L
20
20.0
100
18-190
2-Chloroethylvinyl ether
ug/L
40
41.1
103
11-305
Acrolein
ug/L
100
ND
75
15-152
Acrylonildle
ug/L
100
102
102
75-132
Benzene
ug/L.
20
25.1
125
37-151
Bromodichloromethane
1Jg1L
20
21.6
108
35-155
Bromoform
ug1L
20
23.5
117
45-169 .
Bromomethane
ug/L
20:
19.0
95
1-242
Carbon tetrachloride
ug1L
20
30.7
153
70-140 L3
Chlorobenzene
ugA-
20
21.6
108
37-160
Chicroethane
ug/L
20
23.0
115
14-230
Chloroform
ug/L
20
24.9
124
51-138
Chloromethane
ug1L
20
23.2
116
1-273
cis-1,3-Dichloropropene
ug/L
20
20.8
104
1-227
Dibrorrmnchtorornettiane
iig1L
20
21.3
106
53-149
Ethylbenzene
ug/L
20
20.6
103
37-162
Hexachloro-11,3-butadiene
ugiL
20
19.6
98
70-130
Methylene Chloride
ug/L
20
18.6
93
1-221
Naphthalene
ug1L
20
21.2
106
70-130
Tetrachloroethene
ug1L
20
21.9
109
64-148
Toluene
ug1L
20
21.3
106
47-150
trans-1,2-Dichloroethene
ug1L
20
20.5
102
54-156
trans-1,3-Dichloropropene
ug/L
20
25.6
128
17-183
Trichloroethene
ug/L
20
24.6
123
71-157
Vinyl chloride
ug1L
26
20.9
105
1-251
1,2-Dichloroethane-d4 (S)
%
98
70-130
4-Bromofluorobenzene (S)
%
104
86-111
Dibromonuoromethane (S)
%
108
88-113
Toluene-d8 (S)
%
101
92-105
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 449914
Parameter
1,1,1 Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloroethane
1,1-Dichloroethane
1,1-Dichloroethene
Date: 06/03/2010 03:58 PM
449815
MS
MSD
9270206001
Spike
Spike
MS
MSD
Units
Result
Conc.
Conc,
Result
Result
ug/L
ND
20
20
23.5
27.6
ug/l_
ND
20
20
23.2
23.1
uglL
ND
20
20
27.7
26.0
ug/L
ND
20
20
21.5
23.8
ug/L
ND
20
20
20.8
19.6
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..
CnNof
y y
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD Quai
118
138
46-171
16
116
116
73-159
0
139
130
64-152
7
107
119
43-172
10
104
98
48-189
6
Page 11 of 14

Paco Analytical Services, Inc. Pace Analytical Services, Inc-
acoMnalyfical 2225 Riverside Dr- 9800 Kincey Ave. Suite 100
W.peoeab34Q1r Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
QUALITY CONTROL DATA
Project: TEAM IND 05124
Pace Project No.: 9270053
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
449814
449815
MS
MSD
9270208001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc,
Result
Result
% Rec
% Rec
Limits
RPD Qual .
1,2,4-Trichlorobenzene
uglL
ND
20
20
19.1
21.6
95
108
70-130
13
1,2-Dichrorobenzene
ugfL
ND
20
2{l
23A
23.1
117
116
54-154
1
1,2-Dichloroethane
uglL
ND
20
20
25.5
26A
128
132
42-171
3
1,2-Dichloropropane
ugfL
ND
20
20
25.2
24.4
126
122
55-157
3
1,3-Dichtorobenzene
uglL
ND
20
20
22.8
21.6
114
108
57-148
5,
1,4-Dichtorobenzene
ugfL
ND
20
20
22.3
21.8
111
109
58-149
2
2-Chloroethylvinyi ether
ugfL
ND
40
40
ND
ND
0
0
70-130
P5
Acroleln
ugfL
ND
100
100
ND
ND
73
74
70-130
Acrylanitrile
ugfL
ND
100
100
85J
89.9J
86
90
70-130
Benzene
ugfL
ND
20
20
• 23.8
21.9
119
110
54-163
8
Bromodichloromethene
ugfL
ND
20
20
25.7
25.1
129
125
56-152
2
Bromoform
ugfL
ND
20
20
25.6
25.1
128
126
53-151
2
Bromomethane
ugfL
ND
20
20
16.2
22.2
81
111
10-200
32 R1
Carbon tetrachloride
ugfL
ND
20
20
25.6
26.0
128
130
41-175
2
Chlorobenzene
ugfL
ND
20
20
24.1
24.2
121
121
67-152
0
Chloroethane
ugfL
ND
20
20
21.9
22.5
109
113
23-200
3
Chloroform
ugfL
ND
20
20
21.0
21.0
105
105
51-166
0
Chloromethane
ug1L
ND
20
20
28.0
27.4
140
137
40-175'
2
cis- 1,3-Dichloropropene
ugfL
ND
20
20
24.2
23.2
121
116
38-146
4
Dibromochloromethane
ugfL
ND
20
20
24.9
23.6
124
118
65-144
6
Ethylbenzene
uglL
ND
20
20
23.6
23.1
118
116
57-152
2
Hexachtoro-1,3-butadiene
ugfL
ND
20
20
18.5
20.7
92
103
70-130
11
Methylene Chloride
ugfL
ND
20
20
17.6
17.7
88
89
40-167
1
Naphthalene
ugfL
ND
20
20
19.8
22.5
99
113
70-130
13
Tetrachloroelhene
ugfL
ND
20
20
24.9
23.0
125
115
69-155
8
Toluene
ugfL
ND
20
20
24.5
23.4
122
116
47-162
4
trans-1,2-Dlchloroethene
ugfL
ND
20
20
19.4
19.3
97
97
47-178
0
trans-1,3-Dichloropropene
ugfL
ND
20
20
25.3
23.6
127
118
39-148
7
Trichloroethene
ug/L
ND
20
20
27.1
26.2
135
131
60-153
4
Vinyi chloride
ugfL
ND
20
20
24.2
23.7
121
118
46-176
2
1,2-Dichloroethane-d4 (S)
%
100
97
70-130
4-13romoFluorcbenzene (S)
%
108
106
86-111
Dibromoiluoromethane (S)
%
86
89
88 113
SD
Toluene -de (S)
%
103
100
92-105
Date: 06/03/2010 03:58 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
�r weone
Page 12 of 14

MAnalytical�
wwwpiacalabs.mm
Project: TEAM IND 05124
Pace Project No.: 9270053
QC Batch: WET/12537
QC Batch Method: SM 2540D
Associated Lab Samples: 9270053001, 9270053002
METHOD BLANK: 448189
Associated Lab Samples: 9270053001, 9270053002
Parameter Units
Total Suspended Solids mg/L
LABORATORY CONTROL SAMPLE: 448190
Parameter Units
Total Suspended Solids mg1L
SAMPLE DUPLICATE: 448191
Parameter
Total Suspended Solids
Date: 06/03/2010 03:58 PM
Units
mg1L
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Analysis Method: SM 2540D
Analysis Description: 2540D Total Suspended Solids
Matrix: ' Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 2.5 05/26/10 21:59
Face Analytical Services, Inc,
9800 Kincey Ave, Suite 100
Huntersville, NC 28078
(7041875-9092
Spike LCS LCS % Rec
Conc. Result % Rec Limits Qualifiers
250 228 91 80-120
9270167001 Dup
Result Result RPD Qualifiers
184 212 14
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc,.
Page 13 of 14

CIV; lytiical
www.pacefabs.00m
QUALIFIERS
Pace Analytical Services, tnC.
2225 Riverside Dr.
Asheville, NO 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Su Re100
Huntersville, NO 28078
[phone]
Project: TEAM IND 05124
Pace Project No.: 9270053
DEFINITIONS
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.
S - Surrogate
1,2-Diphonylhydrazine (8270 listed analyte) decomposes to Azobenzene.
Consistent with EPA guidelines, urrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) = Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
OUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
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 anaiyte is a combined concentration.
Pace Analytical is NELAP accredited. Contact your Pace PM for the current list of accredited analytes.
ANALYTE QUALIFIERS
L3 Analyte recovery in the laboratory control sample (LCS) exceeded QC limits. Analyte presence below reporting limits in
associated samples. Results unaffected by high bias.
P5 The EPA or method required sample preservation degrades this compound, therefore acceptable recoveries may not be -
achieved In Sample matrix spikes.
R1 RPD value was outside control limits.
SO Surrogate recovery outside laboratory control limits.
Date: 061031201003:58 PM REPORT OF LABORATORY ANALYSIS Page 14 of 14
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, inc..

tl
,/ .�PaceAnalytical'
CHAIN-OF=CUSTODY / Analytical Request Document
The Chain-df-Custody, is a LEGAL DOCUMENT. An relevant fields must be completed accurately,
-------------
Pags: of
Section A Section a Section C
135268 O
Required Client fnforrnabon: Required "ect Information: Invdce €nformaron:
Company. ReprutTa: Attention:
Address: I
Capy To:
Company Name:
Ri GULATORY AGENCY
Address:
r NPDES f— GROUND] WATER [— [)RINKING WATER
t �
f— UST i RCRA T OTHER
il 0:
Purchase Order No.:
Paco O1o1e
Reference:
HPhW:Fax•
1,34lf .. ��77Oe! �7-+1�
`!/p(`
Project Name: �T i
Pace Projea//��G71
Site Location
'QDI .134 ^' 4?y.Jl
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Manager.
5TATE.
Requested Due Date1TAT: C
Project Number: (#3P
br
Pace prorile d:
-Reiquested'Artatyais
Filtered
(YIN)
Section D Matrix Codes
�r
Required Client Informadnn MATRIX I CODE
—
COLLECTED
Preservatives
Drinking Water DW
m
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Water WT
Waste Water WW
32
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COMPOSITE
U
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SAMPLE ID Oil OL
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(A-Z. Q-91 } Irpe R
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Sample 1Ds MUST HE UNIQUE Tissue TS
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ADDITIONAL COMMENTS
REL€NQUISHE3 BY I AFRUATIOW.
DATE
TIME
. CCEPTED By I AFRUATIC K.
DATE
TIME
SAMPLE CON=ONS
14
1" 1
4�
ORIGINAL
SAMPL:ER'NAME AND SIGNATURE'
U
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PRINT Name of SAMPLER'DAT
L
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siGNATURE of SAMPLER:
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*Important Noce: By s4rdne this farm you we aceepting Pacs'a NET 30 day paylnont Terms and agr ing 10 tale rhargas of 1 S% per month for any krvoices not PRMr nAddr 30 days. F-ALL-0-020rev.07, 15-M€ay-2007

S
Sample-ConditionUpon 1
FaceAnalyflcal' Client Name: �f� �-pwr Project # -7 00 s
Where Received: ❑ Huntersville Asheville ❑ Eden
Courier: [],Fed Ex ❑ t1PS ❑ uSPS Client ❑ Commercial ace Other
Pror Due D; { _.
Custody Seal on Cooler/Box Present: El yes El Seals intact: yes no atet
l _ Praf.,Name 4
77
Thermometer Used: 2/72490786 Type of Ice: Blue None
Temp Correction Factor: Add bt t ' (�_ C
on ice, cooling process has begun
Corrected Cooler Temp.: �. *-( C
Temp should be above freezing to 6°C
Biological Tissue Is Frozen: Yes No
Comments:
Date and tnitl f er n e� mining
content s:
Chain of Custody Present:
Yes ONO
❑NIA
i.
Chain of Custody Filled Out:
Yes ONO
❑NIA
2.
Chain of Custody Relinquished:
oYes ONo
❑NIA
3.
Sampler Name & Signature on COC:
s ❑No
❑NIA
4.
Samples Arrived within Hold Time:
R< ON.
❑NIA
5.
Short Hold Time Analysis (<72hr):
Dyes 12 o
❑N/A
6.
Rush Turn Around Time Requested:
Oyes o
❑NIA
7.
Sufficient Volume:
Yes No
❑NIA
8.
Correct Containers used:
-Pace Containers Used:
es No
�Y- No
❑NIA
0N1A
9.
Containers Intact:
Yes ❑No
❑NIA
10,
Filtered volume received for Dissolved tests
es ONO
❑NIA
11.
Sample Labels match COC:
-Includes date/time/ID/Analysis Matrix:.
Kes ❑No
❑NIA
12,
All containers needing preservation have been checked.
All containers needing preservation are found to be in
compliance with EPA recommendation.
exceptions: OA, celiform, TOC gI-DRO (water)
Yes []No
r,� ❑No
"
Yes ONO,
❑NIA
❑N!A
13.
Initial when completed
Samples checked for dechlor'snation:
Dyes ONO
YIINIA
14.
Headspace in VOA Vials (>6mm):
es ONO
❑NI
5.
Trip Blank Present:
Trip Blank Custody Seals Present
Pace Trip Blank Lot # (if purchased):
Dyes ONO
Dyes ONO
XrNA,,l
/1A
Client Notification/ Resolution: Field Data Required? Y / N
Person Contacted: Date/Time:
Comments/ Resolution:
Project Manager Review: Date: a5
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 ( i.e out of hold, incorrect preservative, out of temp, incorrect containers)
Pace F-ASV-CS-03-RevOO

E NGI N E E R I N G & H YDR0GEOI-O,GY
231 HAYWOOD STREET, ASHEVILLE, NC 2860
TEL,828.281.3350 FAC.828.281.3381
W WW.ALTAb1ONTENYiRONMENTAL.CON
March 4, 2010
Central Files
Division of Water Quality
North Carolina Department of Environment and Natural Resou
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: Stormwater Sample Analytical Results, February 2009
TEAM Industries Andrews, Inc.
Andrews, Cherokee County, North Carolina
Certificate of Coverage Number NCG030026
To Whom It May Concern:
Q 1 JUG! 17 2010 1 .
WATER QUALITY sEC.TION '
ASHEVILLE RFGIONA" O
F'r4CE
i
�[2Owl 1�
Q
MAR 1 0 2010 J
p#`NR - WATER QUALITY
On behalf of TEAM Industries Andrews, Inc. (TEAM), Altamont Environmental, Inc.
(Altamont) collected two stormwater samples onvFeI5-r—uary48,-2009, 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. This letter provides background information and describes the methods,
findings, and conclusions regarding the stormwater sample collection and analyses..
BACKGROUND
TEAM received a letter from the Division of Water Quality, dated November 1, 2007,
reissuing the continued coverage under stormwater General Permit NCG030000. The
Certificate of Coverage became effective November 1, 2007, and will expire at midnight
on October 31, 2012. The Division of Water Quality letter included a General Permit that
was revised since TEAM received the last Certificate of Coverage. The new General Permit
indicated that the permittee shall complete the analytical sampling at a minimum on a
semi-annual schedule, once during the first half of the year (January to June) and once
during the second half (July to December), with at least 60 days separating sample
collection dates.
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 indicated on Figure 2 (attached),
Under the new Certificate of Coverage, Altamont collected samples from the stormwater
outfalls on February 18, 2009. The sample collection procedures and analytical results are
described in the following sections.
P:1Team Ind\Environmental Management\Stormwater\Semi-Annual Stormwater Reports\Stormwater Sampling
Event 2009-021Ltr-DWQ_2009-02 SW Monitoring Results'Eco.Docx

DWQ Central Files
March 4, 2010
Page 2 of 3
METHODS
On February 18, 2009, Altamont mobilized to the TEAM facility to collect stormwater
samples during a representative storm event of approximately 1.52 inches (Note: The
rainfall depth was obtained from the National Oceanic and Atmospheric Administration
records for the Andrews -Murphy Airport gauge station). Prior to mobilization, Altamont
calibrated the pH and other field parameter measurement devices, Altamont's Equipment
Documentation and Instrument Calibration Data Sheet are attached.
The stormwater samples were collected from two outfails labeled SW A and SW B (see
Figure 2). SW A and SW B are the approximate locations where the previous samples
were collected.
Samples were collected from the approximate center of the discharge stream and
transferred to laboratory -supplied containers. The containers were placed in a cooler on
ice and delivered to Pace Analytical Services, Inc. (Pace) of Asheville, North Carolina for
laboratory analyses. pH was measured in the field by placing a probe within a
decontaminated container filled with a representative stormwater sample. pH was
recorded following stabilization,
The samples were collected during a representative storm event. Altamont measured the
total precipitation and storm duration. The total flow was calculated based on the amount
of area draining to each outfail, the amount of built -upon (impervious) area, and the total
amount of rainfall. The flow calculation is attached for reference.
According to the National Oceanic Atmospheric Administration records, the February 18,
2009 storm event measured 1.52 inches. According to Weather Underground, the most
recent preceding rainfall occurred on February 14, 2009, and measured 0.06 inches
(http://www,wunderground.com/history/airport/KRHP/2009/2/14/DailyHistory.htmi).
An Altamont representative conducted a Stormwater Discharge Outfall (SDO) Qualitative
Monitoring Report during the stormwater analytical sampling event. This report is
attached for reference. -
FINDINGS
The laboratory analytical results are summarized in Tables 1 and 2, and in the SDO
Monitoring Report (attached). The results indicate that the samples contained
concentrations less than or within the range of the specified benchmark value
concentrations. Historically, outfall samples collected by Altamont had been analyzed for
Total Toxic Organics (TTO). Since the last sample period in the fall of 2008, TEAM Ind. has
implemented a Toxic Organic Management Plan (TOMP) which is monitored by the Town of
Andrews, who operates the -Publi'cly•Owned Treatment-Works-(POTW-).Upon
mmof-ofanger required ta=analyezfor TTO=dolingn
semi=annual.stormwater.monitaring-events,. Therefore, TTO will not be analyzed in future
sampling events. The laboratory analytical report and chain of custody form are attached.
The field measurements of pH were within the acceptable benchmark range, and the
results are summarized within Table 1 and the SDO Monitoring Report.
P:ITeam lnd\Environmental Management\Stormwater\Semi-Annual Stormwater Reports\Stormwater Sampling
Event 2009-021Ltr-DWQ_2009-02 SW Monitoring Results Eco.Docx

DWQ Central Files
March 4, 2010
Page 3 of 3
The SDO Qualitative Monitoring Report did not warrant further investigation, due to the
high clarity, low solids, and no presence of foam or oil sheen at either stormwater outfall
SW A or SW B.
CONCLUSIONS
The results were below or within acceptable range of the benchmark value concentrations
specified in the general permit. Aitamont will conduct the next analytical monitoring of
stormwater discharges during another representative rain event between July 2009 and
December 2009.
If you would like additional information, please contact the undersigned at (828) 281-
3350, or contact Mr. Terry Yonce at [phone].
Sincerely,
ALTAMONT ENVIRONMENTAL, INC.
Lisa A. Manning, PE LEED AP
Attachments: Figures 1 and 2
Equipment Documentation and Instrument Calibration Data Sheet
Surface Water Sampling Logs
Flow Calculation
SDO Qualitative Monitoring Reports
Tables 1 and 2
SDO Monitoring Report
Laboratory Analytical Report and Chain of Custody Form -
cc: Mr. Lou Nelson, TEAM Industries Andrews, Inc.
Mr, Terry Yonce, TEAM Industries Andrews, Inc.
Duplicate, Central Files
P:ITeam Ind\Environmental Management\Stormwater\Semi-Annual Stormwater Reports\Stormwater Sampling
Event 2009-021Ltr-DWQ_2009-02 SW Monitoring Results Eco.Docx

LABORATORY ANALYTICAL REPORT
AND CHAIN OF CUSTODY FORM

aceAnalytrcal
wwwpacelabs.cem
March 03, 2009
Mr. Chris Gilbert
Altamont Environmental
50 College Street
Asheville, NC 28801
RE: Project: TEAM Ind. 2167.03
Pace Project No.: 9238363
Dear Mr. Gilbert:
Pace Analytical Services, Inc.
2225 Riverside Dr,
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Enclosed are the analytical results for sample(s) received by the laboratory on February 19, 2009.
The results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed at our Pace Huntersville laboratory unless otherwise footnoted. All
Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Lord Patton
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
Page 1 of 13
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Q4��A
�CLI��dCe�=

aceAnalyfical
www.pecdabs.com
Project: TEAM Ind, 2167.03
Pace Project No.: 9238363
Pace Analytical 5ervlces, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
CERTIFICATIONS
Face Analytical Services, Inc.
ROOD KinceyAve. Suite 100
Hunlersville, NC 28078
[phone]
Charlotte Certification IDs
West Virginia Certification #: 357
North Carolina Field Services Certification #: 5342
Virginia Certification #: 00213
North Carolina Drinking Water Certification #: 37706
Tennessee Certification #: 04010
New Jersey Certification #: NC012
South Carolina Drinking Water Cert. #: 990060003
Louisiana/LELAP Certification #: 04034
South Carolina Certification #: 990060001
Kentucky UST Certification #: 84
Pennsylvania Certification #: 68.00784
Florida/NELAP Certification #: E87627
Connecticut Certification #: PH-0104
North Carolina Wastewater Certification #: 12
Asheville Certification IDs
West Virginia Certification #: 356
Pennsylvania Certification #: 66-03578
Virginia Certification #: 00072
North Carolina Wastewater Certification #: 40
Connecticut Certification #: PH-0106
North Carolina Drinking Water Certification #: 37712
Florida/NELAP Certification* E87648
North Carolina Bioassay Certification #: 9
Tennessee Certification #: 2980
New Jersey Certification #: NC011
South Carolina Certification #: 99030001
Massachusetts Certification #: M-NCO30
South Carolina Bioassay Certification #: 99030002
Louisiana/LELAP Certification #: 03095
Eden Certification IDs
North Carolina Wastewater Certification #: 633 North Carolina Drinking Water Certification #: 37738
Virginia Drinking Water Certification #: 00424
REPORT OF LABORATORY ANALYSIS
Page 2of13
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
`(l_1CICL�] s

aceAnalytrcal
www,pacelabs.com
Project: TEAM Ind. 2167,03
Pace Project No.: 9238363
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: SW -A Lab ID: 9238363001 Collected: 02/18109 13:53 Received: 02/19/09 12:03 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
HEM, Oil and Grease Analytical Method: EPA 1664A
Oil and Grease ND mg1L 5.0 1 02/27/09 10:23
200.7 MET ICP Analytical Method: EPA 200.7 Preparation Method: EPA 200.7
Lead ND ug/L 5.0 1 02/23/09 10:35 02/25/09 21:15 7439-92-1
624 Volatile Organics Analytical Method: EPA 624
Acrolein
ND ug/L
100
1
02/28/09 00:19
107-02-8
Acrylonitrile
ND ug1L
100
1
02/28/09 00:19
101-13-1
Benzene
ND uglL
5.0
1
02/28/09 00:19
71-43-2
Bromodichloromethane
ND ug1L
5.0
1
02/28/09 00:19
75-27-4
Bromoform
ND ug/L
5.0
1
02/28/09 00:19
75-25-2
Bromomethane
ND ug/L
10.0
1
02/28/09 00:19
74-83-9
Carbon tetrachloride
ND ug1L
5.0
1
02/28/09 00:19
56-23-5
Chlorobenzene
ND ug/L
5.0
1
02/28/09 00:19
108-90-7
Chloroethane
ND ug/L
10.0
1
02/28/09 00:19
75-00-3
2-Chloroethylvinyl ether
ND ug/L
10.0
1
02/28/09 00:19
110-75-8
Chtoroform
ND ug/L
5.0
1
02/28/09 00:19
67-66-3
Chloromethane
ND ug/L
5.0
1
02/28/09 00:19
74-87-3
Dibromochloromethane
ND ug/L
5.0
1
02/28/09 00:19
124-48-1
1,2-Dichlorobenzene
ND ug1L
5.0
1
02/28/09 00:19
95-50-1
1,3-Dichlorobenzene
ND ug1L
5.0
1
02/28/09 00:19
541-73-1
1,4-Dichlorobenzene
ND uglL
5.0
1
02/28/09 00:19
106-46-7
1,1-Dichloroethane
ND ug1L
5.0
1
02/28/09 00:19
75-34-3
1,2-Dichloroethane
ND uglL
5.0
1
02/28/09 00:19
107-06-2
1,1-Dichloroethene
ND ug1L
5.0
1
02/28/09 00:19
75-35-4
trans-1,2-Dichloroethene
ND ug1L
5.0
1
02/28/09 00:19
156-60-5
1,2-Dichloropropene
ND uglL
5.0
1
02/28/09 00:19
78-87-5
cis-1,3-Dichloropropene
ND ug1L
5.0
1
02/28/09 00:19
10061-01-5
trans- 1,3-Dichloropropene
ND ug1L
5.0
1
02/28/09 00:19
10061-02-6
Ethylbenzene
ND uglL
5.0
1
02/28/09 00:19
100-41-4
Hexachloro-1,3-butadiene
ND ug1L
5.0
1
02/28/09 00:19
87-68-3
Methylene Chloride
ND ug/l_
5.0
1
02/28/09 00:19
75-09-2
Naphthalene
ND ug1L
5.0
1
02/28/09 00:19
91-20-3
1,1,2,2-Tetr2chloroeth2ne
ND ug1L
5.0
1
02/28/09 00:19
79-34-5
Tetrachloroethene
ND ug1L
5.0
1
02/28/09 00:19
127-18-4
Toluene
ND ug1L
5.0
1
02/28/09 00:19
108-86-3
1,2,4-Trichlorobe nzene
ND ug/L
5.0
1
02/28/09 00:19
120-82-1
1,1,1-Trichloroethane
ND ug/L
5.0
1
02/2810900:19
71-55-6
1,1,2-Trichloroethane
ND ug/L
5.0
1
02/28/09 00:19
79-00-5
Tfichloroethene
ND ug/L
5.0
1
02/28/09 00:19
79-01-6
Vinyl chloride
ND ug/L
5.0
1
02128/09 00:19
75-01-4
Dibromofluoromethane (S)
101 %
88-113
1
02/28/09 00:19
1868-53-7
4-Bromofluorobenzene (S)
103 %
86-111
1
02/28/09 00:19
460-00-4
Toluene-d8 (S)
102 %
92-105
1
02/28/09 00:19
2037-26-5
1,2-Dichloroethane-d4 (S)
103 %
70-130
1
02/28/09 00:19
17060-07-0
Date: 03/03/2009 01:46 PM
REPORT
OF LABORATORY ANALYSIS
This report
shall not be reproduced, except in full,
without the wrilten
consent of Pace Analytical
Services, Inc..
cc0.o
Menu.
Page 3 of 13

aoAnalytical
www.pacetobs.rrom
Project: TEAM Ind. 2167.03
Pace Project No.: 9238363
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: SW -A Lab ID: 9238363001 Collected: 02/18/09 13:53 Received: 02/19/09 12:03 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qua[
2540D Total Suspended Solids Analytical Method: SM 2540D
Total Suspended Solids 6.0 mg/L 3.3 1 D2125109 11:06
Date: 03/03/2009 01:46 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

aceAnalytrcal
mvw.pacela6s.aom
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Project: TEAM Ind. 2167.03
Pace Project No.: 9238363
Sample: SW-B Lab ID: 9238363002 Collected: 02/18/09 14:41 Received: 02/19/09 12:03 Matrix: Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
HEM, Oil and Grease Analytical Method: EPA 1664A
Oil and Grease 'ND mg/L 5.0 1 02/27/09 10:23
200.7 MET ICP Analytical Method: EPA 200.7 Preparation Method: EPA 200.7
Lead NO ug1L 5.0 1 02/23/09 10:35 02/25/09 21:18 7439-92-1
624 Volatile Organics ' Analytical Method: EPA 624
Acrolein
NO ug1L
100
1
02/28/09 00:35
107-02-8
Acrylonitrilo
NO ug1L
100
1
02/28/09 00:35
107-13-1
Benzene
NO ug/L
5.0
1
02/28/09 00:35
71-43-2
Bromodichloromethane
NO ug1L
5.0
1
02/28/09 00:35
75-27-4
Bromoform
NO ug1L
5.0
1
02/28/09 00:35
75-25-2
Bromomethane
NO ug1L
10.0
1
02/28/09 00:35
74-83-9
Carbon tetrachloride
NO uglL
5.0
1
02/28/09 00:35
56-23-5
Chlorobenzene
NO ug1L
5.0
1
02/28/09 00:35
108-90-7
Chloroethane
NO ug1L
10.0
1
02/28/69 00:35
75-00-3 =
2-Chloroethylvinyl ether
NO ug/L
10.0
1
02/28/09 00:35
110-75-8
Chloroform
NO ug1L
5.0
1
02/28/09 00:35
67-66-3
Chloromethane
NO ug1L
5.0
1
02/28/09 00:35
74-87-3
Dibromochloromethane
NO ug1L
5.0
1
02/28/09 00:35
124-48-1
1,2-Dichlorobenzene
NO ug1L
5.0
1
02/28/09 00:35
95-50-1
1,3-Dichlorobenzene
NO ug/L
5.0
1
02/28/09 00:35
541-73-1
1,4-Dichlorobenzene
ND ug1L
5,0
1
02/28/09 00:35
106-46-7
1,1-Dichloroethane
NO ug1L
5.0
1
02/28/09 00:35
75-34-3
1,2-Dichloroethane
NO ug1L
5.0
1
02/28/09 00:35
107-06-2
1,1-Dichloroethene
NO ug1L
5.0
1
02/28/09 00:35
75-35-4
trans-1,2-Dichloroethene
NO ug/L
5.0
1
02/28/09 00:35
156-60-5
1,2-Dichloropropene
NO ug/L
5.0
1
02/28/09 00:35
78-87-5
cis-1,3-Dichloropropene
NO ug/L
5.0
1
02/28/09 00:35
10061-01-5
trans-1,3-Dichloropropene
NO ug/L
5.0
1
02/28/09 00:35
10061-02-6
Ethylbenzene
NO ug/L
5.0
1
02/28/09 00:35
100-41-4
Hexachloro-1,3-butadiene
NO ug/L
5.0
1
02/28/09 00:35
87-68-3
Methylene Chloride.
NO ug/L
5.0
1
02/28/09 00:35
75-09-2
Naphthalene
NO ug/L
5.0
1
02/28/09 00:35
91-20-3
1,1,2,2-Tetrachloroethane
ND ug/L
5.0
1
02128I0900:35
79-34-5
Tetrachloroethene
NO ug/L
5.0
1
02/28109 00:35
127-18-4
Toluene
NO ug/L
5.0
1
02/28/09 00:35
108-88-3
1,2,4-Trichoorobenzene
NO ug/L
5.0
1
02/28/09 00:35
120-82-1
1,1,1-Trichloroethane
NO ug/L
5.0
1
02/2810900:35
71-55-6
1,1,2-Trichloroethane
NO ug/L
5.0
1
02/2810900:35
79-00-5
Trichloroethene
NO ug/L
5.0
1
02/28/09 00:35
79-01-6
Vinyl chloride
NO ug/L
5.0
1
02/28/09 00:35
75-01-4
Dibromo€luoromethane (S)
103 %
88-113
1
02/28/09 00:35
1868-53-7
4-Bromofluorobenzene (S)
103 %
86-111
1
02/28/09 00:35
460-00-4
Toluene-d8 (8)
102 %
92-105
1
02/28/09 00:35
2037-26-5
1,2-Dichloroethane-d4(S)
103 %
70-130
1
02128/0900:35
17060-07-0
Date: 03/03/2009 01:46 PM REPORT OF LABORATORY ANALYSIS Page 5 of 13
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAnalytrcal
wwwpacelabs.com
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Nuntersvilie, NC 28078
[phone]
Project: TEAM Ind. 2167.03
Pace Project No.: 9238363
Sample: SW-B Lab ID: 9238363UO2 Collected: 02/18/09 14:41 Received: 02119109 12:03 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
2540D Total Suspended Solids
Total Suspended Solids
Date: 03/03/2009 01:46 PM
Analytical Method: SM 2540D
ND mglL 3.3 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
�jA
02/25/09 11:06
Page 6 of 13

aceAnalytical
www.pacefabs.cam
Project: TEAM Ind. 2167.03
Pace Project No.: 9238363
QC Batch: MPRP13866
QC Batch Method: EPA 200.7
Associated Lab Samples: 9238363001, 9238363002
METHOD BLANK: 240235
Associated Lab Samples: 9238363001, 9238363002
Parameter
Units
Lead
ug1L
LABORATORY CONTROL SAMPLE:
240236
Parameter
Units
Lead
ug1L
MATRIX SPIKE SAMPLE:
240237
Parameter
Units
Lead
uglL
SAMPLE DUPLICATE: 24023E
Parameter
Lead
Date: 03/03/2009 01:46 PM
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Analysis Method: EPA 200.7
Analysis Description: 200.7 MET
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 5.0 02/25/09 20:00
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 20078
[phone]
Spike LCS LCS % Rec
Conc. Result % Rec Limits Qualifiers
500 463 93 85-115
9238279001 Spike MS MS % Rec
Result Conc. Result % Rec Limits Qualifiers
ND 500 400 80 70-130
9238280001 Dup.
Units Result Result
ug1L 7.4 7.3
RPD Qualifiers
.5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
�A
Page 7 of 13

aceAnal j4ical
www.pacelebs.coal
Project: TEAM Ind- 2167,03
Pace Project No,: 9238363
QC Batch: WET/7341
QC Batch Method: 5M 2540D
Associated Lab Samples: 9238363001, 9238363002
METHOD BLANK: 241098
Associated Lab Samples: 9238363001, 9238363002
Parameter Units
Total Suspended Solids mgi/L
LABORATORY CONTROL SAMPLE: 241099
Parameter Units
Total Suspended Solids mg/L
SAMPLE DUPLICATE; 241100
Parameter Units
Total Suspended Solids mg/L
L7ate: 03/03/2009 01:46 PM
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Analysis Method: SM 2540D
Analysis Description: 2540D Total Suspended Solids
Matrix, Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 1.0 0212510911:02
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Spike LCS LCS °/a Rec
Conc. Result % Rec Limits Qualifiers
250 272 109 80-120
9238319001 Dup
Result Result RPD Qualifiers
25.3 26.0 3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
neiao.
Page bof13

® Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceAnalj6dal 2225 Riverside Or, 9800 Kincey Ave. Suite 100
www.pacelabs.com Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
QUALITY CONTROL DATA
Project: TEAM Ind. 2167,03
Pace Project No.: 9238363
QC Batch: • MSV/6209
QC Batch Method: EPA 624
Associated Lab Samples: 9238363001, 9238363002
Analysis Method:
Analysis Description:
EPA 624
624 MSV
METHOD BLANK: 241668
Matrix: Water
Associated Lab Samples:
9238363001, 9238363002
Blank Reporting
Parameter
Units
Result Limit
Analyzed
1,1,1-Trichloroethane
ug/L
NO
5.0
0212710923:46
1,1,2,2-Tetrachloroethane
ug/L
NO
5.0
02127/09 23:46
1,12-Trichloroethane
ug/L
NO
5.0
02/27/09 23:46
1,1-Dichloroethane
ug/L
NO
5.0
02/2710923:46
1,1-Dichioroethene
ug/L
NO
5.0
02127/09 23:46
1,2,4-Trichlorobenzene
ug/L
NO
5.0
02/27/09 23:46
1,2-Dichlorobenzene
ug/L
NO
5,0
02/27/09 23:46
1,2-Dichloroethane
ug1L
NO
5.0
02127109 23:46
112-Dichloropropane
ug/L
NO
5.0
02127/09 23:46
1,3-Dichlorobenzene
ug1L
NO
5.0
02/27/09 23:46
1,4-Dichlorobe nzene
ugly,
ND
5.0
02/27/09 23:46
2-Chloroethylvinyl ether
ug1L
NO
10.0
02/27/09 23:46
Acrolein
ug1L
ND
100
02/27/09 23:46
Acrylonitrile
ug/L
NO
100
02127/09 23:46
Benzene
ug1L
ND
5.0
02/27/09 23:46
Sromodichloromethane
uglL
NO
5.0
02/27/09 23:46
Bromoform
ug/L
ND
5.0
02/27/09 23:46
Bromomethane
ug/L
NO
10.0
02/27/09 23:46
Carbon tetrachloride
ug1L
NO
5.0
02/27109 23.46
Chlorobenzene
ug/L
NO
5.0
02/27109 23:46
Chloroethane
ug/L
ND
10.0
02/27/09 23:46
Chloroform
ug/L
NO
5.0
02/27/09 23:46
Chloromethane
ug/L
ND
5.0
02/27/09 23:46
cis- 1,3-Dichloropropene
ug/L
NO
5.0
02/27/09 23:46
Dibromochtaromelhane
ug/L
NO
5.0
02127109 23:46
Ethylbenzene
ug/L
NO
5.0
02127/09 23:46
Hexachloro-1,3-butadiene
ug1L
NO
5.0
02/27/09 23:46
Methylene Chloride
uglL
ND
5.0
02/27/09 23:46
Naphthalene
uglL
NO
5.0
02/27/09 23:46
Tetrachloroethene
ug1L
NO
5.0
02/27/09 23:46
Toluene
ug/L
NO
5.0
02/27/09 23:46
trans-1,2-Dichloroethene
ug1L
ND
5.0
02/27/09 23:46
trans-1,3-Dichloropropene
ug/L
NO
5.0
02/27/09 23:46
Trichloroethene
ug/L
NO
5.0
02/27/09 23:46
Vinyl chloride
ug/L
NO
5.0
02/27/09 23:46
1,2-Dichloroethane-d4 (S)
%
1D0
70-130
02/27/09 23:46
4-Bromofluorobenzene (S)
%
101
86-111
02127/09 23:46
Dibromofluoromethane (S)
%
100
88-113
02/27/09 23:46
Toluene-d8 (S)
%
102
92-105
02/27/09 23:46
Qualifiers
Date: 03/03/2009 01:46 PM REPORT OF LABORATORY ANALYSIS Page 9 o€13
This report shall not be reproduced, except in full,
without the written consent of PaceAajalytical Services, Inc..
heac

• Pace Analytical Services, Inc. Pace Analytical Services, lnc-
acemalxica! 2225 Riverside Dr- 9800 Kincey Ave. Suite 100
www.pacelabs.com Asheville, NC 28804 Huntersville, NE 28078
[phone] (704)B75-9092
QUALITY CONTROL DATA
Project: TEAM Ind. 2167-03
Pace Project No.: 9238363
LABORATORY CONTROL SAMPLE: 241669
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
1,1,1-Trichloroethane
ug/L
20
21.3
107
52-162
1,1,2,2-Tetrachloroethane
ug/L
20
11.8
59
46-157
1,1,2-Trichloroethane
ug/L
20
21.3
106
52-150
1,1-Dichioroethane
ug/L
20
21,8
109
59-155
1,1-Dichforoethene
ugiL
20
21.0
105
1-234
1,2,4-Trichlorobenzene
ug/L
20
19A
97
70-130
1,2-Dichlarobenzene
ug/L
20
21,0
105
18-190
1,2-Dichloroethane
ug/L
20
21.9
109
49-155
1,2-Dichloropropene
ug/L
20
21.2
106
1-210
1,3-Dichlorobenzene
ug/L
20
20.7
103
59-156
1,4-Dichlorobenzene
ugiL
20
22.5
112
18-190
2-Chloroethylvinyl ether
ug/L
40
52.1
130
1-305
Acrolein
ug/L
100
ND
32
15-152
Acrylonitrile
ug/L
100
104
104
75-132
Benzene
ug/L
20
20.4
102
37-151
Bromodichloromethane
ug/L
20
20.5
103
35-155
Bromoform
ug/L
20
21.1
105
45-169
Bromomethane
ug/L
20
20.3
102
1-242
Carbon tetrachloride
ug/L
20
20.5
103
70-140
Chlorobenzene
ug/L
20
20.5
102
37-160
Chloroethane
ug/L
20
21.6
108
14-230
Chloroform
ug/L
20
21.6
108
51-138
Chloromethane
ug/L
20
19.8
99
1-273
cis-1,3-Dichloroprope ne
ug/L
20
19.2
96
1-227
Dibromochloromethane
ug/L
20
20.5
102
53-149
Ethylbenzene
ug/L
20
21.3
107
37-162
Hexachloro-1,3-butadiene
ug/L
20
19.3
97
70A30
Methylene Chiofide
ug/L
20
1B.4
92
1-221
Naphthalene
ug/L
20
19.3
97
70.130
Tetrachloroethene
ugiL
20
21.8
109
64-148
Toluene
uclL
20
20.6
103
47-150
trans-1,2-1)ichloroethene
ugiL
20
20,7
104
54-156
trans-1,3-Dichloropropene
ug/L
20
19.6
98
17-183
Trichloroethene
ug/L
20
26.4
142
71-157
Vinyl chluride -
ug/L
20
22.0
Vo
1-251
1,2-Dichioroethane-d4 (S)
%
100
70-130
4-Bromofluorobenzene (S)
%
100
86-111
Dibromofluoromethane (S)
%
103
88-113
Toluene-d8 (S)
%
100
92-105
MATRIX SPIKE & MATRIX SPIKE
DUPLICATE: 241670
241671
MS
MSD
9238363001
Spike
Spike
MS
MSD
MS MSD
% Rec
Parameter
Units Result
Conc,
Conc.
Result
Result
% Rec % Rec
Limits RPD Qual
1,1,1-Trichloroethane
ug/L ND
20
20
23.3
23.0
116 115
46-171 1
1,1,2,2-Tetrachloroethane
ug/L ND
20
20
21A
21.1
107 105
73-159 2
1,1,2-Trichloroethane
ug/L ND
20
20
21.3
21.5
106 108
64-152 1
hate:03/03/2009 01:46 PM REPORT OF LABORATORY ANALYSIS Page 10 of 13
This report shall not be reproduced, except in Full,
without the written consent of Pace Analytical Services, Inc
4 �+ceo�a
cP;

Pace Analytical Services, Inc.
aceAnalytical 2225 Riverside Dr.
www.pacelabs.com Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: TEAM Ind. 2167.03
Pace Project No.: 9238363
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersviile, NC 28078
[phone]
MATRIX SPIKE 8 MATRIX SPIKE DUPLICATE: 241670
9238363001
Parameter Units Result
MS
Spike
Conc.
MSD
Spike
Conc.
241671
MS
Result
MSD
Result
MS
% Rec
MSD
%-Rec
% Rec
Limits
RPD Clual
1,1-Dichloroethane
uglL
NO
20-
20
21.8
22A
109
111
43-172
2
1,1-Dichloroethene
uglL
ND
20
20
22.3
22,4
112
112
48-189
.5
1,2,4-Trichlorobenzene
uglL
NO
20
20
20.0
20.4
100
102
70-130
2
1,2-Dichlorobenzene
uglL
NO
20
20
21.0
21.3
105
106
54-154
1
1,2-Dichloroethane
ug/L
ND
20
20
22.8
23.0
114
115
42-171
.8
1,2-Dichloropropane
ug/L
NO
20
20
21.0
21.1
105
105
55-157
.5
1,3-Dichlorobenzene
ug/L
ND
20
20
20.6
20.8
103
104
57-148
1
1,4-Dichlorobenzene
ug/L
NO
20
20
22.6
22.9
113
114
58-149
1
2-Chloroethylviny) ether
ug/L
ND
40
40
NO
NO
0
0
70-130
P5
Acrolein
ug/L
ND
100
100
NO
ND
53
57
70-130
L3
Acrylonitrile
ug/L
ND
100
100
103
93.8J
103
94
70-130
Benzene
ug/L
ND
20
20
20.6
20.5
103
102
54-163
.6
Bromodichloromethane
ug/L
ND
20
20
21.7
21.7
109
108
56.152
.2
Bromoform
ug/L
ND
20
20
21.6
21.5
108
107
63.151
.5
Bromomethane
ug/L
ND
20
20
29.1
31.2
145
156
10-200
7
Carbon tetrachloride
ug/L
ND
20
20
23.4
23.4
117
117
41-175
.2
Chlorobenzene
ug/L
NO
20
20
21.5
21.7
107
109
67-152
1
Chloroethane
ug/L
NO
20
20
21.9
23.3
110
116
23.200
6
ChIOCOfDTM
ug/L
NO
20
20
22.1
22.2
ill
ill
51-166
.5
Chlofomethane
ug/L
NO
20
20
20.3
20.9
102
105
40.175
3
cis-1,3-Dichloropropene
ug/L
NO
20
20
18.0
18.2
90
91
38-146
1
Dibromochloromethane
ug/L
ND
20
20
20.7
21.3
103,
106
65-144
3
Ethylbenzene
ug/L
NO
20
20
22.2
22.5
ill
113
57-152
2
Hexachloro-1,3-butadiene
ug/L
ND
20
20
18.1
19.3
91
96
70-130
6
Methylene Chloride
ug/L
NO
20
20
18.3
19.5
91
98
40-167
6
Naphthalene
uglL
NO
20
20
24.6
24.6
123
123
70-130
.07
Tetrachloroethene
ug/L
NO
20
20
22.4
22.2
112
111
59-155
.6
Toluene
ug/L
NO
20
20
21.3
21.4
106
107
47-162
.3
trans-1,2-Dichloroethene
ug/L
NO
20
20.
20.8
20.6
104
103
47-178
.9
trans-1,3-Dichloropropene
ug/L
NO
20
20
19.7
19.5
98
97
39-148
1
Trichloroethene
ug/L
NCB
20
20
21.7
22.0
108
110
60-153
1
Vinyl chloride
ug/L
NO
20
20
22.9
23.1
114
115
46-176
.9
1,2-Dichloroethane-d4 (S)
%
109
102
70-130
4-Bromofluorobenzene (S)
%
105
108
86-111
Dibromofluoromethene (S)
%
102
101
88-113
Toluene-d8 (S)
%
101
101
92-105
[Date: 03/03/2009 01 A6 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, inc..
,e Deco.
Page 11 of 13

aceAnaljdical
mmxpacetabs.com
Project: TEAM Ind. 2167.03
Pace Project No.: 9238363
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
. [phone]
QUALITY CONTROL DATA
QC Batch: GCSV14842 Analysis Method: EPA 1664A
QC Batch Method: EPA 1664A Analysis Description: 1664 HEM, Oil and Grease
Associated Lab Samples: 9238363001, 9238363002
METHOD BLANK: 242902 Matrix: Water
Associated Lab Samples: 9238363001, 9238363002
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Oil and Grease mg/L NO 5.0 02/27/09 10:16
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE:
242903
Spike LCS
LCS
% Rec
Parameter
Units
Conc. Result
% Rec
Limits
Qualifiers
Oil and Grease
mgfL
40 36.8
92
78-114
MATRIX SPIKE SAMPLE:
242904
9238233004 Spike
MS
MS
% Rec
Parameter
Units
Result Conc.
Result
% Rec
Limits Qualifiers
Oil and Grease
mglL
8.2 40
40.5
81
78-114
Date: 03/03/2009 01 A6 PM
REPORT OF LABORATORY ANALYSIS
This report shaft not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
t1l_t% Ll1
Page.12 of 13

(��aceAnalXical
Wmv.pacelabs.ccra
QUALIFIERS
Project: TEAM Ind. 2167.03
Pace Project No.: 9238363
DEFINITIONS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kircey Ave. Suite 100
HuntersvNe, NC 28078
[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.
S - Surrogate
1,2-Diphenylhydrazine (8270 listed analyte) decomposes toAzobenzene.
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.
Pace Analytical is NELAP accredited. Contact your Pace PM for the current list of accredited analytes.
U - Indicates the compound was analyzed for, but not detected.
ANALYTE QUALIFIERS
L3 Analyte recovery in the laboratory control sample (LCS) exceeded QC limits. Analyte presence below reporting limits in
associated samples. Results unaffected by high bias.
P5 The EPA or method required sample preservation degrades this compound, therefore acceptable recoveries may not be
achieved in sample matrix spikes.
Date: 03/03/2009 01:46 PM REPORT OF LABORATORY ANALYSIS Page 13 of 13
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without the written consent of Pace Analytical Services, Inc..
M� C
v�

PaceAnalytical a
ma!abs tend
CHAIN -OF -CUSTODY / Analytical Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Page: of
Section A Section B Section C
n 9
Required Client Information: Required Project Information: Invoice Information:
Company: Report To: (. Attention:
1 YI
_
ti
Address:
Copy To:
Company Name:
REGULATORY.AGENCY
Address: _
r NPDES r GROUNDWATER r DRINKINGWATER
(— UST r RCRA r OTHER
Email To:
Purchase Order No.:
Paceencee
Reference
Phone: -
Fax:-_
Protect Name: -� 1 n;P�,
'J•t.i ='r"
Site Location
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ManagerPanrcl.r' ""
STATE:
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Requested Due DalerTAT: i c ,j� .t
Project Number —, �._",", t--
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Regmrod Client mformaion MATRIX/CODE
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ADDITIONAL COMMENTS
RELINQUISHED BY I AFFILIATION
DATE
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/, ACCEPTED BY I AFFILIATION
DATE
TIME
SAMPLE CONDITIONS
v
SAMPLER NAME AND SIGNATURE
U
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FIGURES

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E N O l N E E R 1 N 6 & H YID R 0 0 E 0 L O O Y
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ANDREWS, NORTH CAROLINA
DRAWN BY. LISA MANNING SCALE
PROJECT MANAGER: CHRIS GILBERT Peet
CLIENT TEAM INDUSTRIES ANDREWS 0 750 1.500 3.000
DATE: 01/27/2010 Pxkam Indinviromental Management5tormwaleMemFAnnuaRFlqure 1 SIu Loc Mapeco.rrv,d

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231 HAYWOOD STREET. AS" VHJ.E, NC 23801
TC[. R2R.281,3350 eaC 928.291.3351
wmv_nitamonlenvironmental com
DRAWN BY: LISA MANNING SCALE {FEET}
PROJECT MANAGER: CHRIS GILBERT 100, 0 100,
CLIENT: TEAM INDUSTRIES
DATE: 01/27/2010 2 " = 700'
NOTES:
1. SOURCE: OUTBOARD MARINE CORPORATION
FACILITY MAP PREPARED BY PALMER'S
SURVEYING, INC. DATED MAY 27, 1999.
2. ADDITIONAL DRAWING NOTES BASED ON
ALTAMONT FIELD OBSERVATIONS.
STORMWATER DISCHARGE OUTFALL (SDO) LOCATIONS I FIGURE
TEAM INDUSTRIES ANDREWS, INC.
3750 AIRPORT ROAD 2
200, ANDREWS, NORTH CAROLINA
P:ITeam Ind\Enviromental ManagementlStormwater\Semi-annual Stormwater Reports\ Fig 2-stormwater outfalls eco.dw,

EQUIPMENT DOCUMENTATION AND
INSTRUMENT CALIBRATION DATA SHEET

AILTAMUN T EN VIKUN ME+'N TAL, n U.
Engineering & Hydrogeology
50 COLLEGE STREET, ASILEVILLE, NC 28801
TEI,.828.821.3350 FAC.828.281.3351
www.altamontenvironmental com
Equipment Documentation & Instrument Calibration Data Sheet
_Project Name: TF Afk I N D- M w rrtL F- 2
Protect Number:
Project Location: L,,j,,a3 ►fit✓ G'�zw��� (t,�
Equipment Documentation
Equipment or meters used to take measurements (e.g. water level meters, survey equipment, etc.):
Equipment Type -
Manufacturer
Serial Number'
Date of Use
150-ft Water Level
Heron
7186
150-ft Water Level
Solinst
26154.
150-ft Water Level
Solinst
22754
150-ft Water Level
Testwell
150
Caiibration Documentation
_Person Conductina Calibration: ec plc6.'"
Date of Calibration: a va I C'-I
Date of Field Measurements: _a ! 1 q c e�l
NISI 556 Multiparameter Meter
Micro TPW Turbidity Meter
Calibration f Calib Standard Instrument Instrument Readies
Time I Exp Serial # 1000 NTU 10.0 NTU 0.02 NTU
200601045 Initial: 16V q Initiat: y, ` ? Initial: o, , l
Cal: rJ�30 Cal: 1 o , we, Cal:
CaGb
Instrument t
_ Instrument Readin irs.
Caiibration Time
Standard
Serial
IiI
�p 4
P H 7
p H 1Q
QC
Conductivity
QC
ORP
Ex iration
1?
Number I
pH 7
447 µS 1,,,`
-94 S
200 mV
Date
Initial: ��(�
Initial: _ZS
Initial: cl. 31
Meas:
Initial: a.q3
Me
Initial: a1D t�
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Cal: �1 po
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Cal:
Cal: o.'i
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Initial:
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Initial:
Meas:
Initial:
Cal:
Cal:
Cal:
Cal:
Cal:
Comments:
and Date: )- / 1 v / o
(dote: Electronic equipment calibrated accohTg to the manufacturer's operation manual.
P:ITemplateslGW-Drilling FormslCalibration Data Sheet YSI 556.xls
Page 1 of I

SURFACE WATER SAMPLING LOGS

50 Coi LEaE STREET, ASHEviLLE, NC 28801
TEL. [phone] FAC .828.281.335I.-
www.altamontenvironmental.com
Surface Water Sampling Log
FACILITY NAME: - `AM
LOCATION: Gkaw, Vice. Cr- - rJ C.,
SAMPLING PERSONNEL: G, M"LlE.-
DATE: -�L- Q Lo
SAMPLING TlNiE: /3 -f-3
WEATHER:
SAMPLE NAME: 3 UJ—A
COMMENTS: .Sn,'hF6 JSlt c. 1 ,ii
- F VNYLSa rtJL?A. L5rG4 Y .
START TIME:
END TIME: 13 '
SAMPLE METHOD: GRAB SYRINGE PUMP
BAILER-DISP.
OTHER:
READING
pH UNITS
SPECIFIC
COND.
(µS)j ,
TEMP (C°)
DISSOLVED
OXYGEN
(mg/L)
OXIDATION
REDUCTION
POTENTIAL,
mV
TURBIDITY
(NTU)
COMMENTS
1
fill
to q0
3
4
5
6
7
8
9
SAMPLING CONTAINER
NUMBFIR 01, OONTAINE;RS
REQUESTED ANALYSIS
125 ml PLASTIC
250 ml PLASTIC
500 rzil PLASTIC
i
TS5
40 ml GLASS
1.wS
I L GLASS
(DTHER
VEGETATION: i�ACCESS:
O&xy- rub"M'^&
Citia.r�. ta�uale+rs
Sampling Personnel Signature:
Date: 1 1 16 JC6
Notes: 1LS = micro-Siemen
C° = degrees Celsius
.mg/L = milligrams per liter
mV = millivolt
NTU = nephelometric turbidity units
::1TemplatzAG vd D rilling; onw\Seep SaPAp,P ! of 1

E N G I N E S F1 f N G &. H Y D. R O G E O L 0 G Y
50 COLLEOE STREET, ASHEviLLE, NC 28801
TEL.[phone] FAC.828.281.3351
www.aitamontenvironmental.com
Surface Water Sampling Log
FACILITY NAME: j ¢ ^ 1 ov.t>
LOCATION: Cho U,ee_ La , (.3 L
SAMPLINGPERSONNE?L: L. M 0"-
DATE: nZ. 1 B by
SAMPLING TIME:
WEATHER:
SAMPLE NAME: 15 uVJ --13
COMMENTS: �y MP ti CIF, �L ec
z L �tk
-------------
Ei� t DK, 10 t4. � AS
START TIME:_
END TIME:-ij DL
SAMPLE METHOD: GRAB SYRINGE PUMP BAILER-DISP.
OT14ER:
READING
pH UNITS
SPECIFIC
COND.
(µS)
TEMP (C°)
DISSOLVED
OXYGEN
(mg/L)
OXIDATION
REDUCTION
POTENTIAL
my
TURBIDITY
(NTU)
COMMENTS
I
-q5
3-b8 -G
a
1 2
3
4
5
6
7
8
9
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
125 ml PLASTIC
2 50 ml PLAS TIC
5 00 ml PLASTIC--
40mlGLASS
3
62t{
I�uYe«b4�
1 L GLASS
OTHER
VEGETATION: A V ACCESS:
T V-tom r
Sampling Personnel Signature:
Date:
Notes: µS = micro-Siemen
C° = degrees Celsius
mg[L = milligram_ s per liter
mV = millivolt
NTU = nephelometric turbidity units
P:1TatnplateslGW Drilling FormslSeep Sampling Log.xls Page ; of 1

FLOW CALCULATION

Stormwater Flow Calculation
TEAM Industries Andrews, Inc.
Andrews, North Carolina
February 18, 2009
Given_
A -.-ea contributing to outfall SW A = 6.43 acres
A --.-ea contributing to outfall SW B = 3.73 acres
Totai Event Precipitation = 1.52 inches
SW A
Area contributing to Area contributing Rainfall Rainfall Volume of Rainfall Runoff Runoff Runoff to SW A
outfall SW A to outfall SW A for Sample Date
6.43 acres 43,560 ft' * 1.52 inches * 1 ft _ 35,478.17 ft' * 7.48 gal * I M al _ 0,265 Mgal
1 acre 12 inches 1 ft3 1,000,000 gal
IN
Area contributing to Area contributing Rainfall Rainfall Volume of Rainfall Runoff Runoff Runoff to SW B
outfall SW B to outfall SW B for Sample Date
3.73 acres * 43,560 fO 1.52 inches * 1 ft = 20,580.65 fe * 7.48 gal * I Mgai 0.154 Mgal
1 acre 12 inches I ft3 I M0,000 gal
Notes:
1. fe = square feet
2. ft = feet
3. W= cubic feet
4. gal = gallons
5. Mga1= million gallons
PATeari indlErnvironmcntal Storrn%%atcr Reportsitorrnuater Sampling Event2009-02NStormwater FlmvCalculation 2009-02 FinalAsx Page 1 of 1

SDO QUALITATIVE
MONITORING REPORTS

Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Fdrguidance on filling out thisform, please visit: http:/lh2o.enr.state.nc.tts/sttlFortrzs Documents•honffmisc orms
Permit No.: N/C/ G / 0 / 3 / 0 / 0 / 0 /0/ or Certificate of Coverage No.: N/C/Q/0/3/0/0/2/b/
Facility Name: TEAM Industries Andrews, Inc.
County: Cherokee Phone No. _ [phone]
Inspector: C. McGeehan
Date of Inspection: 2/18/2009
Time of Inspection: 13:45
Total Event Precipitation (inches): 1.52
Was this a Representative Storm Event? (See information below) X Yes —No
Please check your permit to verify if Qitalitative Monitoring must he perforated during a representative
storm event (requirements vary).
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.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Desig
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 autfaIl drainage area: Production of outboard
motor components and arts. Specific operations include machining,aluminum conversion coating,
aluminum impregnation, electrodeposition painting surface finishing. and heat -treating.
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint (light,
medium, dark.) as descriptors: Light brown, with plant seeds and'sinall twigs, etc..
Page I of 2
SWU-242-112608

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:
0 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 O2 3 4 5
b. 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 O2 3 4 5
7. Is there any foam in the stormwater discharge? Yes I\ o
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
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-242-112608

a
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on frilling out this form, please visit: http://h2o.enr.state.ne.zis/sitIForms Documents.htm#miscLorms
Permit No.: N/C7 G / 0 / 3/0 / 0 / 0/ 0 / or Certificate of Coverage No.: N/CIG1013101012i61
Facility Name:. TEAM Industries Andrews, Inc.
County: Cherokee Phone No. 828 835-4000
Inspector: C. McGeehan
Date of Inspection: 2/18/2009
Time of Inspection: 14:19
Total Event Precipitation (inches): 1.52
Was this a Representative Storm Event? (See information below) XC Yes —No
Please check your permit to verb if Qualitative Monitoring ntatst he performed during o representative
storm event (requirements vary).
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 lip to 10 consecutive hours of no precipitation.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
VL" V__O�x
(Signature ofPermittee 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: Production of outboard
motor components and parts. Specific operations include_ machining, aluminum conversion coating
aluminum impregnation, electrodeposition�painting, surface finishing, and heat -treating.
2. Color: Describe the color of the discharge using basic colors (red, brown, blrie, etc.) and tint (light,
medium, dark) as descriptors: Light brown, with plant seeds and small twigs, etc.
Page 1 of 2
S W U-242-11260 S

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 ] is clear and 5
is very cloudy:
lO 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:
1 O 3 4 5
6. Suspender! Solids: Choose the number which best describes the amount of suspended solids in the
stornnvater discharge, where I is no so] Ids and 5 is extremely muddy:
1 O 3 4 5
7. Is there any foam in the stormwater discharge? Yes No
S. Is there all 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 _ _-
Note: Low clarity, high solids, and/or the presence of foam, oil sheco, or erosion/deposition maybe
indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
S WU-242-112608

TABLES

Table I
Stormwater Sampling
TEAM Industries Andrews, Inc,
Andrews, North Carolina
February 18, 2009
Discharge Characteristic
Sam
le Result
Benchmark Values
SW A
SW B
Lead
< 0.005
mg/1
< 0.005 mg/1
0.033
mg/1
Oil and Grease
< 5.0
mg/l
< 5.0 mg/1
30
rng/l
Total Suspended Solids
6.0
ing/l
<3.3 mg/1
100
trtg/1
H
1 7.47
s.u.
1 6.91 s.u.
6.0 - 9.0
S.U.
Notes:
1. mg/L - milligrams per liter
2. pg/L - micrograms per liter
3. s.u. - standard units
4_ Cut -Off Concentration from NPDES General Permit NCG030000
5. All samples collected on February 18, 2009.
P:1Team ]ndl) nvironmental Management\StonnwaterlanalyticallSW Analytical Peb 09 Pinal.xls Page I of l

Table 2
Total Toxic Organics
TEAM Industries Andrews, Inc.
Andrews, North Carolina
February 18, 2009
Toxic Organic Constituent
Sample Identification and Analytical Method and Result
SW A
SW B
EPA 624
EPA 624
Acrolein
< 100
< 100
Acrylonitrile
< 100
_
< 100
Benzene
< 5A
< 5.0
Bromodichloromethane
< 5.0
< 5.0
Bronnoform
< 5.0
< 5.0
Bromomethane
< 10.0
< I0.0
Carbon tetrachloride
< 5.0
< 5.0
Chlorobenzene
< 5.0
< 5.0
Chloroethane
< 10.0
< 10.0
2-Chloroethylyinyl ether
< 10.0
< 10.0
Chloroform
< 5.0
< 5,0
Chloromethane
< 5.0
< 5.0
Dibromochloromethane
< 5.0
< 5.0
1,2-Dichlorobenzene
< 5.0
< 5.0
1,3-Dichlorobenzene
< 5.0
< 5.0
1,4-Dichlorobenzene
< 5.0
< 5.0
1, 1 -Dichloroethane
< 5.0
< 5.0
1,2-Dichloroethane
< 5.0
< 5.0
1,1-Dichloroetltene
< 5.0
< 5.0
_ trans-1,2-Dichloroethene
< 5.0
< 5.0
1,2-Dichloropropane
< 5.0
< 5.0
cis-1,3-Dichloropropene
_
< 5.0
< 5.0
trans-1,3-Dichloropropene
_
< 5.0
< 5.0
Lthylbenzene
< 5.0
< 5.0
1-lexachioro-1,3-butadiene
< 5.0
< 5.0
Methylene Chloride
< 5.0
< 5.0
Naphthalene
< 5.0
<5:0
1,1,2,2-Tetrachloroethane_
< 5.0
< 5.0
Tetrachloroethene
< 5.0
< 5.0
Toluene
< 5.0
< 5.0
1,2,4-Trichiorobenzene
< 5.0
_
_
< 5.0
1, 1, 1 -Trichloroethane
< 5.0
< 5.0
1,1,2-Trichloroethane
< 5.0
< 5.0
Trichloroethene
< 5.0
< 5.0
Vinyl chloride
< 5.0
< 5.0
Notes:
1. All results in micrograms per liter (µg/l.).
2. All samples collected on February 18, 2009.
1'_1FeP_n 1ndT-m ironn?Pntal A.4anagPmcntlSterm�.taterlanal;7i^a11Sl}f Analytical Feb 09 Final.xl-

S®O MONITORING REPORT

S
�F WgrFR 1,
r
`Qa QG Michael F. Fasley, Governor
William G. Ross Jr„ Secretary North Carolina Department of Environment and Natural Resources
'-i
Alan W. Klimek, P.E. Director
Division of Water Quality
March 31, 2006
Team Industries -Andrews Inc
3750 Airport Rd
Andrews, NC 28901
Subject: General Stormwater Permit Inspections
Team Industries -Andrews, Inc.
Permit No. NCG030026
Cherokee County
Dear Sir or Madam:
Your facility holds a general permit from the North Carolina Division of Water Quality to
discharge stormwater associated with industrial activities performed at your facility. Please be
advised that the Asheville Regional Office will be performing NPDES stormwater inspections
sometime in the near future.
If this office has not previously inspected your facility, you should be prepared to demonstrate
compliance with all terms and conditions included in the permit. Specifically, we will be
evaluating the following: your stormwater pollution prevention plan, stormwater outfall
locations, qualitative and analytical monitoring data and any other activities required by your
permit. Please note that any data reported to the State must be analyzed by a facility that has a
North Carolina laboratory certification, either as a full laboratory or as a facility certified to
perform on -site field testing. If you have any questions regarding the generation of your
facility's data, please feel free to call Gary Francies at [phone].
Copies of the general permits and accompanying documents can be accessed from the following
webpage: help://ii,ww.neat)ulergrialit},.org,!vu/I{or-ms_Doctinrents.htrn#stormwaterGP.
If you have any questions, please contact me in the Asheville Regional Office at [phone].
Sincerely,
1
Roy. Davis
Environmental Engineer
cc: NPS Compliance & Assistance Oversight Unit
SWP-Central Files
ARO Files NUrthCarolina
)Urrtirra!!y
North Carolina Division of Water Quality 2090 U.S. Hwy 70 Swannanoa, NC 28778 , Phone [phone] Fax [phone]
Internet: http // wnv.ncwaterquality,org/
An Equal Opportunity/Affirmative Action Employer