NCG210099_COMPLETE FILE - HISTORICAL_20181204

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V C&a 100
DOC TYPE
54 HISTORICAL FILE
CI MONITORING REPORTS
DOC DATE
❑ I a`�
YYYYMMDD

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
IV G&
DOC TYPE
R� HISTORICAL FILE
El MONITORING REPORTS
DOC DATE
a014 Ub 115
YYYYM M DD

F
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S. PECAN
Secretary
WILLIAM E. (TOBY) VINSON, JR.
Interim Director
December 4, 2018
Powell Industries Inc.
Attention: Mitchell Powell
Post Office Box 65
Waynesville, North Carolina 28786
Subject: Compliance Evaluation Inspection
Permit: NCG210099
Haywood County, North Carolina
Dear Mr. Powell
Enclosed please find a copy of the Compliance Evaluation Inspection Report for the
inspection I conducted at the subject facility on November 11, 2018.
The report should be self-explanatory; however, should you have any questions
concerning this report, please do not hesitate to contact me at (828) 296-4S00 or by email
at [e-mail],
Sincerely,
Isaiah Reed, CEPSCI, S410ECI
Environmental Specialist
Land Quality Section
Enclosure: inspection Report
North Carolina Department of Environmental Quality i Division of Energy. Mineral and Land Resources
Asheville Regional Office 1 209 0 U.S. Highway 70 1 Swannanoa, North Carolina 28778
826.296.4500

Permit: NCG210099
SOC:
County: Haywood
Region: Asheville
Contact Person: Carl B Powell
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Compliance Inspection Repo
Effective: 08/01/18 Expiration: 07/31/23 Owner: Powell Industries Inc
Effective: Expiration: Facility: Powell Industries - Haywood
4595 Jonathan Creek Rd
Inspection Date: 11/14/2018
Primary Inspector: Isaiah L Reed
Secondary Inspector(s):
Title:
Entry Time: 01:OOPM
Certification:
Waynesville NC 28786
Phone: [phone]
Phone:
Exit Time: 03:30PM
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Timber Products Stormwater Discharge COC
Facility Status: ❑ Compliant ® Not Compliant
Question Areas:
® Storm Water
(See attachment summary)
Page: 1

MW
pe,,it: NCG210099 Owner • Facility; Powell Industries Inc
Inspection Date: 1111412018 inspection Type: Compliance Evaluation
Inspection Summary:
Reason for Visit: Routine
ON November 14, 2018 this facility was inspected for compliance. I met with Mitchell Powell and Jason White on site.
During the inspection, the following items were noted:
1) The site map needs to be updated to include all information required by the General Permit (NCG210000)
2) Qualitative and Analtical monitoring have not been conducted on a regular basis.
3) An additional point source was observed at the small stormwater basin located adjacent to the mulch/chip stockpile area.
The permitee is directed to immediately begin monitoring at the facility including the area discussed as an additional
monitoring point.
4) The ground around the vehicle maintenance area was observed to be dark, and had an "oily odor" indicating frequent spills
in that area. The permittee is directed to re-evaluate the preventative maintenance and good housekeeping practices for the
facility and the SWPPP and revise as needed to prevent further impact.
5) Water was observed migrating between the two ponds (one of which being wastewater). The permittee is directed to
prevent any further migration of wastewater in the future.
discussed the future plans for stormwater modifications to the site a great deal during the inspection. The permittee has
indicated that all Stormwater modifications will be completed by March 1st.
If you have any questions, please contact this office at [phone]
Page: 2

permit: NCG210099 Owner - Facility: Powell Industries Inc
Inspection Date: 11/14/2016 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan
Yes Na NA NE
Does the site have a Stormwater Pollution Prevention Plan?
ON ❑ ❑ ❑
# 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?
® ❑ ❑ ❑
# 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?
®❑ ❑ ❑
# Does the Plan include a BMP summary?
®❑ ❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
ON El ❑ ❑
# 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 Stormwater Facility Inspection Program?
❑ ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented?
❑ 0 ❑ ❑
Comment: See summary for more information
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? ❑ ®❑ ❑
Comment: See summary,for more information.
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: Has one monitoring result from 2018.
Permit and Qutfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? E ❑ ❑ ❑
# 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? ❑ ®❑ ❑
Comment: See summarV for more information.
Page: 3

Permit: NCG210099
SOC:
County: Haywood
Region: Asheville
Contact Person: Cart B Powell
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Compliance Inspection Report
Effective: 08/01/18 Expiration: 07/31/23 Owner : Powell Industries Inc
Effective: Expiration: Facility: Powell Industries - Haywood
4595 Jonathan Creek Rd
Inspection Date: 11/1412018
Primary Inspector: Isaiah L Reed
Secondary Inspector(s):
Title:
Certification:
Waynesville NC 28786
Entry Time: 01:OOPM Exit Time: 03:30PM
Phone: [phone]
Phone:
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Timber Products Stormwater Discharge COC
Facility Status: Compliant Not Compliant
Question Areas:
■ Storm Water
(See attachment summary)
Page: 1

Permit: NCG210099 Owner- Facility: Powell Industries Inc
Inspection Date: 11114/2018 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
ON November 14, 2018 this facility was inspected for compliance. I met with Mitchell Powell and Jason White on site.
During the inspection, the following items were noted:
1) The site map needs to be updated to include all information required by the General Permit (NCG210000)
2) Qualitative and Analtical monitoring have not been conducted on a regular basis.
3) An additional point source was observed at the small stormwater basin located adjacent to the mulch/chip stockpile area.
The permitee is directed to immediately begin monitoring at the facility including the area discussed as an additional
monitoring point.
4) The ground around the vehicle maintenance area was observed to be dark, and had an "oily odor" indicating frequent spills
in that area. The permittee is directed to re-evaluate the preventative maintenance and good housekeeping practices for the
facility and the SWPPP and revise as needed to prevent further impact.
5) Water was observed migrating between the two ponds (one of which being wastewater). The permittee is directed to
prevent any further migration of wastewater in the future.
discussed the future plans for stormwater modifications to the site a great deal during the inspection. The permittee has
indicated that all Stormwater modifications will be completed by March 1st.
If you have any questions, please contact this office at [phone]
Page: 2

Permit: NCG210099 Owner - Facility: Powell Industries Inc
Inspection Oate: 11/14/2018 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?
❑ ❑ ❑
# 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?
❑ ❑ ❑
# Does the facility provide all necessary secondary containment?
N ❑ ❑ ❑
# Does the Plan include a BMP summary?
0 ❑ ❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
0 ❑ ❑ ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
E ❑ ❑ ❑
# Does the facility provide and document Employee Training?
E ❑ ❑ ❑
# Does the Plan include a list of Responsible Parly(s)?
■ ❑ ❑ ❑
# Is the Plan reviewed and updated annually?
❑ N ❑ ❑
# Does the Plan include a Stormwater Facility Inspection Program?
❑ ❑ ❑
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? ❑ 0 ❑ ❑
Comment: See summary for more information.
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? 0 [] ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ ❑
Comment: Has one monitorin_q result from 2018.
Permit and Outfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? 0 ❑ ❑ ❑
# Were all outfalls observed during the inspection? 0 ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ 0 ❑
# Has the facility evaluated all illicit (non stormwater) discharges? ❑ 0 ❑ ❑
Comment: See summary for more information.
Page: 3

TO
Water Resources
Enviruninenial Quality
April 3, 2017,
Carl S. Powell
Powell Industries, Inc.
P.O. Box 65
Waynesville, IVC 28786
Subject: Closed -Loop Recycle Permit (W00015487)
Pont! Closure Requirements
Powell Industries, Inc.
Suncrest Chip Mill
Haywood County
Dear Mr. Powell,
ROY'COOPER
Gavernar
MICHAEL S. REGAN'
Secretary
S. JAY ZIMMERMAN
Director
On January 17, 2017, your legal counsel requested rescission of your current Closed -Loop
Recycle System Permit (WQ0015487) and in the process convert the existing ponds into'
stormwater basins.
The purpose of this letter is to inform you of the requirements necessary to closeout the
Closed -Loop Recycle System prior to permit rescission. It is important to note that these closure
proceedings will apply to the 0.2-acre upper pond, referred to as the wastewater recycle pond,
and the 0.3-acre pond, referred to as the lower stormwater pond. The lower stormwater pond
is included in these closure proceedings because it was improperly used for the storage of
wastewater and Wastewater residuals. The closure requirement for these two ponds will be
based on a Division of Water Resources (DWR) document titled Guidelines for the Closure of
Permitted Wastewater Ponds and Lagoons dated June 22, 2012. A copy of these closure
guidelines is enclosed.
The wastewater recycle pond was originally permitted as a non -discharge system for the
collection of wastewater from the company's wet decking operation. But from its inception, the
wastewater recycle pond was used for the collection of stormwater from the roughly 11-acre
site. Runoff from the chipping mill, log storage yard, maintenance garage area, and access roads
Is routed to an open ditch and a number of stormwater drop boxes that discharge directly to
the wastewater recycle pond. Water levels in the wastewater recycle pond were managed by
regularly transferring wastewater to the lower stormwater pond in direct violation of
WQ0015487 permit conditions. While there is no longer a visible outlet to the pond, DWR
%�"Nothing Compares_-�.
Start orNoM Carols I Environmental Quotity I Water Resoruecs
2M U.S. Higbwey 70. Swaonanoa, North Carolina 28778
828^296-4500

Carl B. Powell
April 3, 2017
Page 2 of 3
believes that a hydraulic connection exists between the lower stormwater pond and an
adjacent stormwater drain that discharges to Jonathan Creek.
Water samples collected from the wastewater recycle pond by DWR staff and Mountain
Environmental indicate elevated biochemical oxygen demand (BOD), chemical oxygen demand
(COD), total nitrogen, and total phosphorus. In addition, concentrations of toluene, total
phenolic compounds, total suspended solids (TSS), and turbidity exceed the applicable surface
water standards. A copy of the analytical results is enclosed.
Based on these analytical results, the quality of your stormwater would likely exceed the
performance benchmarks (e.g. COD & TSS) contained In the general stormwater permit. The
presence of toluene, phenolic compounds, nutrients, BOD, and turbidity could prohibit the
permitted discharge to Jonathan Creek, a Class C stream with Trout Water designation. It is
highly recommended that you conduct a site audit with a focus on identifying potential waste
streams as well as opportunities to improve stormwater quality.
As part of the closure process, you will be required to dewater the wastewater recycle pond
and remove all wastewater residuals for proper disposal. Sampling of the wastewater residuals
and the native soils beneath the wastewater recycle pond will also be required. An adequate
number of representative and composite samples should be taken and developed respectively.
You will be required to sample for the following parameters:
• Metals — arsenic, cadmium, calcium, chromium, copper, lead, magnesium, mercury,
molybdenum, nickel, selenium, sodium, and zinc
Nutrients — ammonia nitrogen, nitrate nitrogen, nitrite nitrogen, TKN, and total
phosphorus
• Total phenolic compounds
• Volatile organic compounds
• Semi -volatile organic compounds
Prior to disposal, the wastewater residuals will likely be stored onsite for some'extended period
of time and therefore will need to be protected (e.g. tarp) against exposure to rainfall and
erosion. Additionally, you will need to provide documentation verifying the proper disposal of
the wastewater residuals. Please be aware that the wastewater residuals cannot be given away
or land applied without a separate permit_
You will also be required to investigate the hydraulic connection between the lower
stormwater pond and an adjacent stormwater drain that discharges to Jonathan Creek. DWR is
willing to assist with this effort. DWR Is proposing that water from the wastewater recycle pond
be transferred to the lower stormwater pond and dosed with an appropriately colored tracking
dye. Conceptually, a discharge will be initiated if the water level in the lower stormwater pond
is raised to within 3 feet of the top of the dam. Powell Lumber will be responsible for

Carl B. Powell
April 3, 2017
Page 3 of 3
E
transferring the water and DWR will be responsible for dosing the pond with dye and
monitoring the outlet at Jonathan Creek. If a hydraulic connection Is confirmed, then the
connection will need to be eliminated before the wastewater recycle permit can be rescinded.
The DWR is interested in being present during the various closure activities. Please keep this
office apprised of your work schedule. More importantly, you will need to contact DWR prior to
transferring any wastewater to the lower stormwater pond. Please do not hesitate to contact
me if you have any additional questions or concerns. I can be reached at [phone] or
brett.laverty@ncdenr.i;ov.
Sincerely,
1
E
Water Quality Regional Operations
Asheville Regional Office
Attached; DWR laboratory data sheets
Pace Analytical laboratory data sheets
Guidelines for the Closure of Permitted Wastewater Ponds and Lagoons
CC; ARO file
ec: Toby Vincent — DEMLR
Bethany Georgoulias - DEMLR
Stan Aiken - DEMLR
Richard Brooks - DEMLR
David Goodrich — DWR
Max Kirnel — Mountain Environmental
Billy Clarice - Roberts & Stevens, P.A.
r

AC29333 North Carolina Division of Water Resources Water Sciences Section Laboratory Results
Loa lh=r.:
E2MdB-41.4Jw1BER-1595 JONAMM CREPT(
ROAD, WYAYNESVILLR
County:
Hawwod Collector.
B LAVE RTY
Maltr0 EU
Region-
AR0 Report To
Am
Location ID: IgmPowaLL
RMA Rcoin
Jonathan „Cmc Collect Date
G 0
Prionty RiNT¢PE
Erw%ericy
Collect Time:
16:06
Sarnpie matrix: SMFA-C- AYF1t
CDC YeslNo
, i Sampte Depth
to
Loc Type rr
W R5TEW4l�d- 915G y C 1 G pauJ . Final Report
5ampfe, ID. ACR9333
PO Nunter0
Date Received: aw5rs016
Time Recetved: EM?p
Lubm*3Log1n10 SWF-T
Delivery WaUicd ING courinr
Final Report Date, 6723I16
Report Prtnt Date: 91i
!f this report Is labeled preliminary report the results have not been validated. Do not use for Regulatory purposes.
$i3sltlU. Units Method &nalysis
CAS # Anahrte Name P9L Qualifler Ref@rence Qate V011dateil br
Sample temperature at receipt by lab
LAB
1.9 'C
5Y25118 7ASCENZ01
NH3 as N in liquid
0-02
NUT
0,05
r V& as N
EPA 360.1 REV 2
6f2611G
CGREEN
Nitrate as N in liquid
0.02
0.02 U
M9A- as N
EPA 353.2 REV 2,
5r2 MC
GGREEN
Nitrite as N in liquid
0.01 w
�0.01 U
mWLaaN
EPA 359.2REV 2
Sr25iis
CGREEN
NO2+NO3 as N in liquid
0.02
0.02 U
mg1L as N
EPA 353.2 REV 2
6r2b116
CGREEN
Phasphorus-total as P in liquid
0.02
0.62
mg1L as P
EPA365.i REV 2
5r311113
WR€EN
Total KJe#dahl N as N in liquid
0.2
3-a
rnWLasN
EPA351.2 REV 2
CM
CGAEEN
Chemical Oxygen Demand in liquid
20
WET
.230
MIL
Hach tjoav
Swie
CGREEN
Grease and Oil in liquid
10
10 U,J2
MQ/L
EPA 1664.B
W&116
CGREEN
Bromide
0A
0.4 U
ffQ1L
EPA 3D0.0 rev2-1
s125110
CGRE97
Chloride
1.0
8.5
rn41L
EPA 300.0 rev2.1
5125116
CGREEN
Fruoride
0.4
0.4 U
m9;L
EPA30CCrev2.1
5125118
CGREEN
& Ifate
2.0
3.9
WIL
EPA 300 0 rev2.1
5?25116
CG R E EN
Phenolics -Total in liquid
10
800
ug1L
FPA 420 4 REV i
6MMA
CGREEN
$EM
83-32-13
Acenaphthene
Somivolatile Ornanice (BNAe) in
10 Not detected
liquid
u9rL
EPA625t82700
&W16
CJOHNSON
208-96-8
Acenaphthyfunt3
20
Not debtated
ug2
EPA626f82700
ti13116
cJc-HNSON
62-53-2
Aniline
10
Not detected
u&'L
EPAt12.%W 00
w3t18
CJOHNSON
120-12-7
Anthracene
20
Not detected
0�1�
FPA675S 82700
813118
CJOHNRON
benzeneaceticacid
11 N1
uGd-
r-PA(r?,%W700
0rula
WOHNSON
,%-55-3
Benz0(a)anthracene
20
Not detected
ug1L
FPAh-2618270D
W116
CJOHNSON
60-32-6
13enzo(a)pyrene
10
Not detected
ugAL
EPA02SM2700
arylo
CJOHNSON
205-99-2
Benzo(b)fluoranthene
10
Not detected
uWL
EPA62W02700
WW16
UGHNSON
181-24-2
Benzo(g,h,i)perytene
20
Not detected
UGA-
EPAE25182700
WW16
CJDHN3DN
207.00-9
Senzo(K)Iuoranthene
3D
Not detected
4.11-
EPA025tG2700
913118
WCHNSON
65-8"
Benzoic acid
100
160 P1
W
EPAE25RWOC)
'
818116
WOHNS0,14
10G-51-6
BerW alcohol
30
Not detected
uglL (-
EPAfl?5/B270D
8P3116
CJOHNSON
111-91-1
Bis(2-Chloroethoxy)methane
10
Not detected
u9A
EPA02W6270D
WW113
OJOHNSON
111A4-4
Bis(2-chloroethyl)e`,her
10
Not detected
L19k
ENA112SM27M
6rar16
CJOHNSON
39838-32-9
Bis(2-chloroisoprnPyl)ether
10
Not detected
ugIL
EPA625/627013
6I3116
CJCHNS04
117-a1-7
Bis(2-ethy1hexyl)phthalate
30
Not detected
uqi-
EPA6251627CD
enll6
CJOHN509
VMS Cbemlatry L9boratary>a 1623 MIa11 ServlCe CerrWr, Ra1Wgh, NC M09 1623 (919) 733.380g
"Not Detected' a' LI" does not Indicate thw aemple Is anatyte free but them the one" 13 not detected at or above the PQL
Page 1 of 6

m
9VC47O, Laboratory Sution TFsufts/Saurpfr Commmta/QrafifurDefmitirnu
Sample 10: AC29333
Rasultl Method Anatysis
V0V A
101.55-3
flLvLLSP
Sramophanyl phenyl ether, 4-
le
u lfie
Not detected
Units
LigiL
R_eteren,^,e
EPA62US27CD
Date
6r-f16
�tklttted by
C-JOHNSON
85-88.7
Butylbenzyt phthalate
10
Not detected
LIG/L
EPA625JB27CD
Or311B
:JOHNSON
59-W7
Chlaro-3-methyl pheroi, 4-
10
Not detected
ig/L
EPA62&aVOD
Bn/16
C. HNSON
10647-8
Chloroanlilne, 4-
10
Not detected
LQk
EPAa2.var7nD
9rv16
CJOHNSON
91-W7
ChloronaphLhalene, 2-
10
Not detected
V41
EPA6251OZ70D
ar3416
CJOHNSON
05-57-0
Chlorophanol, 2-
10
Not detected
UPI
EPA625r8270D
Br3H8
CJOHNSON
70D572-3
Chlomphenyl phenyl ether, 4-
20
Not detocted
UWL
EPA62511327171)
arms
CJOHNSON
21"1-0
Chrysene
20
Not detected
ugf
EPA625182.70D
awl
CJOHNSON
53-70-3
Dibenzo(a,h)anthracen0
20
Not detected
W&
EPA925162701)
er9r16
CJOHNSON
132-Wo
Dibenzofuran
20
Not detected
ue1L
EPA625r82701)
B/3rt6
CJOHNSON
95-60.1
Dichlorobenzene, 1,2-
10
Not detected
UWL
EPA6251827013
OW
CJOi?NSON
641-73-1
Dis hlorobenzene, .1,3
10
Not detected
LW
F-PA62US2700
GWIs
CJOI.NSON
10" 5-7
Dicthlombenzene, 1,4-
10
Not detected
t911-
EPA825ra27d❑
6/315
CJCFNSON
e1-e41
DlcMorobenzidine, 3,3'-
30
Not detected
u9/L
EPA62"27CD
6911s
CJCHf+d.,SON
120-83-2
Dichlorophenol, 214-
10
Not detected
LVL
EPA825.'MC11
a✓3N6
C.IOf NScON
64-68-2
Dlethyl phthalate
20
Nat detected
EPA8251627DD
Br3t18
CJOHN5DN
131-113
Dimethyl phthalate
10
Not detected
WIL
EFA625J827RD
6me
CJOHNSON
105.67--8
Dimelhylphenol, 2,4-
10
Not detected
UWL
EPA625/0270D
613r16
CJOHNSON
84-74-2
Di-n-butyl phthalate
20
Not detected
*L
EFA62618Z70D
GIvi6
CJOHNSON
534-52-1
Dlnitro-2•methyl phenol, 4,6-
50
Not detected
u911-
EFA625ra270D
WWI
CJOHNSON
51-z6-5
Dinitrophenol, 2,4-
50
Not detected J2
LWL
EPA62W827DD
Gr3J16
CJOHNSON
121-14-2
Dinitrotoluene, 2,4-
20
Not detected
uglL
EFA6251a27DD
Br3J16
CJDHNSON
606-20-2
Dinitrotoluene, 2,6-
10
Not detected
Wt
EPAS25MZ70D
8r3r18
CJOHNSOH
117-84-0
Eli-n-oCtyl phthalate
10
Not detected
LWL
EPA62-14877DD
fiW6
CJOHNSON
ethyl phenol
2.0 Ni
;Ag&
EPA626r827DD
Gr3116
CJOHNSO1d
206.44-0-
Flucranthene
20
Not detected
EPAB25PU27D13-
arshs
CJOHNSON
68-73-7
Fluorene
20
Nei detected
-9l1-
EPAb25+8270D
6J3J16
CJOHNSOii
116-74-1
HexachlOraberize^e
20
Not detected
EPAe25?BZ7oO
Bivie
CJOHNSON
87$8-3
I#exachlorobutadiena(S1)
10
Not detected
:QL
EPA625+ MO
6r3H6
CJOHNSON
7747-4
Hexachlarocyclopentadiene
10
Not detected
ugil
EPA02515270D
SJWIa
CJOHNSON
67.72-1
Hem3chioroathane
10
Not detected
UWL
EPA825MZ70D
Br3N6
CJOHNSON
hydrocinnamic acid
920 N1
u9/L
EPA625Je27oD
WW16
CJOHNSON
103-3"
Indeno(1,2,3-Cd)pyrene
20
Nat detected
u6n-
EPA82b1e270D
e13116
CJDHNSON
78-59-1
Isopharone
10
Not detected
ug/L
EPA525762700
W16
CJOHNSON
methyl.pontarloic acid
20 NI
u91L
EPA62SMV0D
e13/16
CJDHNSON
methyl phenol
260 W1
ug&
EPA62-WB27CO
er3116
CJOHNSON
91-57-0
-MethylnaphthaJene, 2- _ _ r —
10
Not detected
v
EPAe251a27oD
6J3/16
CJOHNSON
25-48-7
Mefhyiphenol, 2-
10
Not detected
VWL
EPA52518270D
613/16
CJOHNSON
106-44'5
Mothyiphenol, 4-
10
—
Not detected
—
1
EPA025/82700
WW16
C,'OHNSON
91-20-3
Naphthalene(S1/)
10
Not detected
t�at
EPA62,NJF2701)
t1r3l16
:30HNSON
66-74-4
Nitroanlllne, 2-
10
Not detected
u9iL
EPA0251827CD
6W6
,.QHNSON
99.00-2
Mtrnanilire, 3-
50
Not detected
Ila
EPA(125rs270❑
emit
GIOHNSON
1DD-01-6
141roanilirl0, 4-
50
Not detoCted
u;1L
EPA62518270D
6/31t6
C.IDHNSON
WSS C,hurdstry Labnrslwyaa 162d Mall Soryka Gunter, Rate, NC 27OW1623 PIR) T334PM
'Not Detected' or`Lr doss rKA ind}cats the meq" in anaW fine but that Um aneiyte is nai dctadad at Dr above the POL.
Page 2 of 6

IR
NC OVA CaScratary Section qvu its/Samp(i Comments/QuaCrfier�Dejiwi=
Sarnia :D: AC29333
e ul Meftd �nalis
I 1i-I M
98-9 -3
. - bLYL2Y'71rIq
Ntobenzone
L-1- L.
10
�ualifier
Not detected
Units
UGIL
�etence
EPA02SM270D
Date
8010
Vaiiaabd by
CJOHNSON
88.75-5
Njt ophenol, 2-
10
Not detected
ua
F-PA62SM270D
B1311R
CJOHNSCN
100-M-7
Nitmphenol, -4-
50
Not detected
UVI
EPA025MZ70D
Brs110
CJOHNSON
Ul-64-7
N-nitrosodi-n-propylamins
1C
Not detected
LiVL
EPA62518270D
613116
CJOHNSCN
60-30.6
N-nlir080diphenylamina
10
Not detected
uyA
LPA82518270D
813J1s
CJOHNSCN
87-86-5
Pentachlorophenol
30
Not detected
ug1L
EPA62518470D
&WI6
WOHNSON
85-01-8
Phenanthrerle
20
Not detected
U91L
EPA62518270D
awle
CJOHNSON
108-95.2
Peol
50
210 P1
uglL
EPA8251W0D
813116
CJOHNSON
phenylva)eM add
9.6 N1
up1L
EPA02518270D
81311s
CJOHNSON
129-00-0
Pyres
2D
Not detected
LrA
EPAB251E270D
arvi5
CJOHN5CN
12"2-1
Th&lorcbenzene, 1,2,4-
16
Not detected
uaI
EPM2"270D
61J116
CJOHNSON
US95-4 Tricillorophenol, 2,4,5- 10 Not detected WL EPA825M270D ervis CJOHNSON
88-06-2 Tdchlorophenol, 2,4,6- 10 Not detected U94 EPA825fdMD 6rvie CJOHNSON
.vafedc acid 24 N1 U91 •EPA6.25MZ70D' 4 SrV16 CJOHNSON
VOL
Volatile Organics In liquld
108-Q3-4 (EDB)1,2-Dibmmoothane 1.0 Not detected L4A EPA624M260c swli6 =HNSON
834-211-8 1,1,1,2-7etrachloroethane 1.0 Not detected ug1L EPA624taMC 5127118 CJOHNSON
71.55-8
1,1,1-Tnchloroethane
1.0
Not detected
uGIL
EPA82418260C
W7110
CJOHNSON
19-345
11,22-Tetrachioroethane
1.0
Not detected
uglL
EPA82418260C
W711R
GJOHNSON
79-WS
1,1,2-Trichloroathane
1.0
Not detected
ug1L
EPA82418260C
M7116
CJOHNSON
75-34-3
1,1-Dichloroethane
1.0
Not detocted
ug.4
EPA624AUMC
5WI16
CJOHNSON
75-35-4
111-DichlDcoethere
1.0
Not detected
u5..fE-
EPA62418280C
5127118
CJO)iNSGN
563-58-8
141-0ichloropropwa
1.0
Not detected
uG'L
EPA624MR:C
5127116
CMHNSON
87-81-8
1,2,3-Trlchlorotaenzene
1.0
Not detected
4,1_
EPA824A2a0C
5127118
=HNSCN
96-16-4
1.2,3-Trichlnropropan6r.::.• : ...:.:. -. -
.,,._.,.1:0 •
Not detected
�
EPM24M2aCC_.-
1251_92-1
VA-Trichlorobanzens
1.0
Not detected
U91L
EPA62418200C
5127116
CJOHNSON
B5-63-6
1,2,4-Trimethylbencene
1.0
Not detected
UWL ---
EPA6241E260C
---6127/16-
CJOHNSCN
98-12-8
1,2-13ibromc-3-Ghlompropane
2.0
Not detected
L#L
EPA624/8286C
512[/1a
CJOHNSON
107-08-2
1,2.DIChlorcethane
1.0
Not detected
u6'L
EPA824,'6260C
5/27110
WCHNSCN
M97-5
I,2-Dichloropmpane
1.0
Not detected
ug/=
EPAb241B2SX
5127118
CJCHNSON
11Y3-61-8
1,3,5-Trimad y benzene
1.0
Not detected
OWL
FPAS2416MOC
st27116
CJOHNSON
142-20-9
1,3-DichI0r1Dpropane
1.0
Not detected
ugiL
EPA62418280C
5127116
GJOHN5ON
594-2a7
2,2-0IChlompropane
2,0
Not detected
u9fL
EPAV4A3280C
5/2711e
CJOHNSON
05-00-3
2-Ctllomtoluene
1-0
Not detected
u91L
EPA62418z80C
Sf27116
CJCHNSON
76e-43-4
4-GhlorotoUene
1.0
Not detected
'V
EPAV"2W
sr27116
CJCHN50H
AlkaneS 13 N1 u9f- EPA62418250C 5127116 CJOHNSON
71-43.2
Benzene
10
Not detected
EPA824187SW
SJ7.11ia
CJOHNSON
106-88-1
Bromobenzene
1.0
Not detected
EPA024/d280C
U271W
4C10HNS0N
74-97-5
Bromochloromethane
1 D
Not detected
ug&
f PA824re2soC
5127118
CJOHNSON
75-27-4
Brornodlchloromethane
1.0
Not detected
up!!
EPA62418280C
W27116
CJOHNSON
75.252 Brarnotorm 2.0 Not detected ugfL EPA624A260C 50711a CJOHNSON
74-61-9 BromOmethane 2.0 Not detected ug& EPA824MWC U2711B C-JQ4NSON
WSS Chemtatry Labonimno - 1623 Ntart SerAce Camber, Raral$h, NO 27699-1823 (919) 73 -3
'Not Delecied" or'Lr does not indicate the sample is ana" tree tuf that ttie mm4ft Fs nat detected al ar above the PO L
Page 3 of 6

AIC mil$ .Caboratary Stctton SP 6-,lSampre Cammtnts/Qua&jur7lJrfvsi imi r
sample 4: AC29333
- Resuttf MO#IW Analysis
S=.ha .f
58-23-6
Hr'`"�"' wiv
Carbon Tetrachlorida
-�d6
1.0
. Qualifier
Not detected
Unk
4L
Reference
EPAS2418260C
[?ate
5127116
Valdated by
CJOHNSON
108-90-7
Chlorobenzene
1.0
Not detected
u41L
EPAS24182600
W7116
CJOHNSON
75.00-3
Chloroathane
2.0
Not detected
Lq&
EPA6241 LNM
5127h6
CJOHNSON
67-65-3
CihImforTl
1.0
Not detected
L32
EPA62418260C
5127116
CJOHNSON
74-07-3
Chlofomethene
2,0
Not detected
-ice
EPAf324/8480C
517.711a
CJCHNSON
158-s8-2
cis-i,2-Dictlloroothene
1.0
Not detected
ug/L
EPA62418264C
5127/16
CJOHNSON
10061-01-5
Cjg1,34:ichloropropene
2.0
Not detected
LgA-
EPA82418260C
5127/16
CJOHNSON
124-AS-1
Dibromochloromethane
2.0
Not detected
uyL
EM624r8260C
' 8r2711e
CJOHNSON
74-95-3
Dibromomethane
1.0
Not detected
L91L
EPA824B2W
9127116
CJOHNSON
73-71-e
t oMorodifluoramethans
2.0
Not detected
WrL
r=PAO24t8260C
5P27116
CJOHNSON
Dimetflyl Sulfide
14 N1
LG�L
EPA524;B2SOC
5127116
CJOHNSON
100-51-4
Ethylbemzene
1.0
Not detected
4&
F--PA6241B28QC
U27116
CJOHNSON
U-68-3
Hexachlorobutadiene
1.0
Not detected
ugf-
EPA62418260C
br2711B
GJOHNSON
90-82-8
lsopropylbenzene
1.0
"detected
U9n-
FPAW41628OC'
6r27116
CJOHNSON
100-38-3
m,p-Xyiene
2.0
Nlotdotected
U91L
EPA92418280C
507110
-CJOHNSON
54143-1
n1-Dichlombenzen0 (1.3)
1.0
Not detected
VWL
FPA62418260C
V27116
CJOHNSON
1634-04-4
Methyl Tert-Butyl Ether
1.0
Not detected
U9rL
EPA82418280C
U27116
CJOHNSON
75-09-2
Met",yfene Chloride
1.0
Not detected
u91L
EPA624M2e0C
5127ne
CJOHNSON
91-20-3
Naphthatene
2.0
Not dotocted
UDIL
EPAV&8260C
5rz7r16
CJOHNSON
104251-8
n-Butylbenzene
1.0
Not detected
LQ&
EPA8241a260C
5127h16
CJOHNSON
1V3-65-1
n-Propylbemr-ne
1,0
Not detected
u611
EPAC32418260C
5127116
WOHNSON
95-`O-1
O-Dlchlorobenzone (1,2)
1.0
Not detected
Ug&
EPA8241a460C
5121116
CJOHNSON
6547.8
0-Xylene.
1.0
Not detected
'u91L
Fr'A424182WC
5127116
CJOHNSDN
106-46-7
p-Dichlombanzene (1,4)
1.0
Not detected
lJPL
EPAE24MMC
51 Ma
CJOi-.NSON
99-87-6
p-Isopropyltoluene
1.0
1.6
ugA.
EPA624/8280C
5127116
GJOHNSON
1 a�6,1:'-SBC-Butylt7enzene
-
- -10.
Notdetected-.-
EPA624t8260C.
5r271l6
,CJOHNSON-;
100-42-5
Styrene
1.0
Not detected
uQ&
EPA6241a2BOC
W27116
CJOHNSON
98-0"
tert-Rutyibenzene
1.0
Not detected
UWL
FPA62.46260C
5127/10
CJOHNSON
127-18-4
T6trachloroathane
1-0
Not detected
u81L
EPA624M2W
W7116
CJOHNSON
108-68-3
Toluene
1.0
64
EPA624182SOC
5r27/16
CJOHNSON
15a-60-5
tuns-1,2-Dichloroethene
1-0
Not detected
4A
EPA62418250C
5/271111
CJOHNSON
1006t-02-6
trans- 1,3-DichlarWopens
2.0
Not detected
UGIL
EPAB24/62WC
Srz7/16
CJOHNSON
7"1-6
Trichloroethene
1.0
Not detected
LV&
EPA62418280C
-W7J18
OJOHNSON
75-69-4 Trichlorofluoromethane 2.0 Not detected L%rL LPAS74WBOC W7116 CJOHNSON
75.01-4 Vinyl Chloride 2.0 Not detected .LVL EPA6241B280C 5/27J16 CJOHNSON
WES Chang" Lnboralorp> 1623 MA SOrvrct comer, ReWIgh, NC 27639.1823 (919) 733-390a
`Nor oeteded' or" V does not indicate the safft* t9 anslyte free but that the arralyts is not deteded at er above the PQL
Page 4 of 6

�,rC'�'ti�, f_a6orntorySertra� �$esuftr/,Sample �omrnents/QuafifeerUkfsrrit�brts
same?a iD: AC'UM
R@gult/ Method Analysis
L.n.7 a 4'M"anao ,.o — , _!
Qualifier Units Eablmm j2atQ Vasfdated by
sam le Comments
WET: G&0-J2-Estimated-0G did not meet aooeptence tstterla-predsWrt.
VDL:VCA-N1-esErmatbd- tentativey Icen!fW by IDS library search.
SEM 5V42-esf_mated-1, enalyte tailed � LCL ii :he CV2.
5EM:5V-N1 esfan4t�-tantgtively idea by MS fbreJyacarch
SEWSV P1-elevated PQL-0 hkan U
NCDEQ-WSS-Chemistry Lab Data Qualifiers . �p
Al The reported value is an average, where at least one result is qualified with a 'U". The PQL is used for the qualified resuft(S) to cal
B1 Colifomr-Countable membranes with foss ihan 20 colonies. Reported value is estin;atad or is a total of the counts on all Afters repo)
B2 Coliform-Counts from all filters were zero. The vague reported is based on the number of colonies per 100 ml that would have been
83 Coliform-Countable membranes with more than 60 or 80 colonies. The value reported is calculated using the count from the smalle
Bp Coliform-Filters have counts of boat >60 or 80 and C20. Reported value is estimated or is a total of the courts on all fitters reported
B5 Coliform-Too many colonies were present: too numerous to Count (TNTC). TNTC is generally defined as >150 colonies_
B6 Coliform-Estimated Value. Blank contamination evident
B7 Coliform-Many non-coliform or non-enteroccoeus colonies or interfering non-collform or non-enterococcus growth present. In this a
BB1 MPN-No wells or tubes gave a positive reaction. Value based uoon the appropriate MPN Index and reported as a less than "<" valu
BB2 MPN-All veils or tubes gave positive reactions. Value based upon the M1PN index and reported as a greater than '>' value.
C Total residual chlorine was nresent in sample upon receipt in the laboratory; value is estimated.
G1 BOD-The dissolved oxygen (DO) depletion of the dilution water blank exceeded 0.2 rng1L.
G2 BOD-The bacterial seed controls did not meat the requirement of a DO depletion of at least 2.0 mg/L and/or a DO residual of at lea:
Np,sarnple dilution met.the.requiremertt of a�00 deplelion.at at least 2.A._rtx)IL„Q¢d/o� � DO residual of at Igast 1,0 Xpg/L_
G4 IJOD-Evidence of toxicity. This is generaily'rharacterized by a significant increase in the BOD value as the sample concentration dE
G5 BOD-Tire glucose/ glutamic acid standard exceeded the range of 198 t 30.5 mg/L.
G6 SOD -The calculated seed correction exceeded the range of 0.6 to 1.0 mg/L.
i G7 BOD-Less than 1 mg/L DO remained for all dilutions set The reported value is an estimated greaterthan value and Is calculated to
GS BOD-Oxygen usage is less than 2 mgfL for all dilutions set. The reported value is an estimated less than value and Is calculated for
G9 BOD-The DO depletion or the dilution water blank produced a negative value.
11 Surrogate recovery limits have bean exceeded,
J2 The reported value failed to meet the established quality control criteria for either precision or accuracy.
J3 The sample matrix interfered with the ability to make any accurate determination.
J4 The data is questionable because or improper laboratory or field protocols (e.g.. composite sample was collected instead of grab, p
J5 Temperature limits exceeded (samples frozen or WC) during transport or not verifiable (e.g., no temperature blank provided): non-
J6 The laboratory analysis was from an unpreserved or improperly chemically preserved sample. The data may not be accurate.
J7 This qualifier is used to Identify analyte concentration exceeding the upper calibration range of the analytical instrument/method. Th
A Temperature limits exceeded ;samples frozen or >6°C) during storage, the data may not be accurate.
Jg The reported value is determined by a one -point estimation rather than against a regression equation. The estimat©d concentration
Jin Unidentified peak; estmated value.
ill The reported value is determined by a ono -point estimaUcin rather than against a regression equation. The estimated concentration
J12 The calibration verification did not meet the calibration acceptance criterion for field parameters.
M Sample and duplicate result am "out of control'. The sample is non-homogenousc(e.g., VOA soil). The reported valve is the lower,
N1 Presumptive amdence and estimated value. The component has been tentatively identified base on mass spectral library.
N2 There is an indication that the analyte is present, but quality control requirement for Confirmation were not stet (i.e , presence of e
N3 This code shall be used if the level is too low to permit accurate quantification, but the estimated conoentradon is less then the labo
N4 This code shall be used If the level is too fow to permit accurate quantification, but the estimated oancentabon is less than the labo
N5 The component has been tentatively identified based on a retention time standard.
01 Holding time exceeded prior to receipt by lab.
WSS Chen istry Laborstory>> 1623 RIM Sarvlon Center, Raleigh, NC 27as9-1623 (919) 7334906
"Not nrwiectsd' or' P does not fndiuAe the sample is amMe free hui that" sm yte is not dotocted at or above the PQL.
Page 5 of 6

al
X 0 Tyt1i;, labaratury Section �krsufts/Sump& Commatfs/Q*a6fier Oefmitians
Ssrrmp4lo: A0293"
- -- Result! Malhod Anal43i6
- - - l.ttAnn 01 uniTs RBTH{S3rtC:43 uk3Ui '��� a'
Q2 holding time exceeded following receipt by lab.
P Elevated PQL` due to matrix interference and/or sample dilution.
S Not enough sample provided to prepare Findior analyze a method -required matrix spike (MS) and/or matrix spike duplicate (MSD).
U Indicates that the anaiyte was anatyzed for but not detected above tho reported practicaf quantitation Gmit'. The number value repo
X9 Sample not screened for this compound.
X2 Sampled, but analysis last or riot porformed-field error.
X3 Sampled, but analysis lost or not pertorrned-lab error.
V Indicates the analyte was detected in both the Sample and the associated method blank. Note: The value In the blank shall not be s
Y Elevated PQL' due to insufficient sample size.
Zi Inability to analyze the sample.
Z2 Questions concerning data reliability.
,
W&S Chemistry Lnborawryx> 1633 Mall Service center, rtsla4h, No 27699-16z3 (919) 733-MO
'Not DeteCt&f w 1Lr does tat trxlicate the ample is anelyte free but that the eruiyte is not detected at or above the PQL.
Page 6 of 6

I
Aces, .9 North Carolina Division of Water Resources Water Sciences Section Laboratory Results
Lou. t7eaCr.: POWELL LUMBER 4fA6 JONATHAN CREEK RR
County: HAYWOOD Collector: R LAVERTY ViSWD
Raglan: ARO Report To ARO Locution ID: %MPOINELL PL3
RiverrtA6in 1_20ALI crre CollectDete: 05123(201@ Priority fflUj iE1COC
Emergency Wllect7Fw: lE T3 Sample Matmr SURFACEWATE7i
cOr_ yewwo 'L Sample Depth Loc. type: 5torsnwater
Final Renort
Sam* 10:
A 2841 S
PO Number d
AFZQ
Date Reowwe&
WM MG
Time Received:
amp
Lebworka LopmlD
K.rtrRnSt712x
DelWy Method
Htnd dPlryered
FLral Report De1w
f7 M6
Report Print Dzle:
0_?!QE=6
if this report is labeled preilmTnary repor4 the results have not been validated. Do not use for Regulatory purposes.
R_" u I
Method
Ana i
CAS ## Anatvte Name
PQL
Qualiher
Units
Reference
Date
uelldated by
ARO
SOD, 5-Day in liquid
2.0
r4l-
APHA5210a
5125M6
F.STAFFORh1
Residue —Suspended in liquid
6.2
34
rrglL
APHA WO-20:n
MAV16
ESTAF'FORi31
Sample temperature at receipt by lab
2-3
'C
SrMli8
IRBYRD
Total Dissolved Solids in liquld
12
296
rrg/L
APHA254OC-1 , H
U27116
ESTAFFORDI
Turbidity
1
44
N7U
APHAMOB-20th
I 5125116
ESTAFFORDI
WSS Chemtstry Laboratory» 1623 Melt Swvks Center, Randgtd, NC 27M-1623 (MIJ) 773-MM
"Ned Dnt"T or "U" does not indicate the sample Is ways, tree but emt the analyte is not detected at or above the POL.
Page 1 of 1

AC29332 North Carolina Division of Water Resources Water Sciences Section Laboratory Results-
Loc. Degcr.:
Gounty; Hewwod
cdfador.
0 LAVER TY
VOW) &22
Reglon: ARD
RepertTo
ARQ,
Location 10: 1D44PCWFLL
Myer Basin jialma Gwr
Called Date:
00 30116
Priority ROTM
Emergency
Collect Time:
14:43
Sample Matrix: 8URFACEWATER
COc YeslNo YYp
SwTWfo Depth
UA
Loc. Type: r+a
ZOW6-4. S70ROW,47elz 4AID FinalReport
Sarlpie ID:
AG29332
PQ Number 4
Date Received
061269015
Time Receivad:
Pb^z0
Labworks LoonlD
MS1AllET
Delivery Method
Nc Gouriar
RrW Report hate:
M6
Rsaa1 Prim ❑at",
17710 fl16
Jf this report Is labeledprellminary rrepor4 the results have not been validated Do not use for Regufatorypurposes.
Res" Units Method Anaivsls
CA # Analyte Name Qualifier Reese Dete Validated by
LAB
Sample temperature at receipt by lab
1-6
'c
W5110
TASCENz01
NH3 as N in liquid
0,02
NUT
0.02
m$rLas N
EPA a%I REV 2
5 WIG
CGREEN
Nitrate as N in liquid
0.02
T 0.02 U
mg/Las N
CPA353.2 REV 2-
5J25/18
CGREEN
Nitrite as N In liquid
0,01
0.01 U
rnWLas N
EPA353,2 REV
W2WIa
CGREEN
NO2+NO3 as N in liquid
0,02
0.02 U
mglLas N
EPA 3512 REV 2
U21W16
CGREEN
Phov?,,onds_total as P in liquid
0,02
0.20
mglLas P
EPA 99s.1 REV 2
5131115
CGREEN
Total lgeldahl N as N in IigLld
0,2
2.0
mVLus N
EPA351.2 REV 2
ervis
CGREEN
WET
Chemical Oxygen Demand In liquid.
20
170
MA
Autts 8000
1u2118
CGREEN
Grease and Oil in liquid
-
10
10 U,J3
mg&
EPA 1664,E
UIM-16
CGREEN
Bromide! �—
0.4
0.4 U
"PIL
EPA 300.0 rav2-1
WIV16
CGREEN
Chloride
1.0
8,9
"p L
EPA 300.0 rev2.1 r'
&W 16
CGREEN
Fluonde
0A
0.4 U
"&
EPA 330 0 rav21
5r16/16
CGREEN
surate
2.0
3,0
-0-
EPA 3C0.0 rsv21
st25h6
CGREEN
Phenolics —Total in liquid
10
420
L9&
EPA 420.4 REV 1
rM16
CGREEN
r-T4i,
3emlvoiatile Qmal3ice (PNAs) in liguid
93-32-9
Acenaphthene
10
Not detected 31
U9r-
EPAe25=7013
913M6
r-JOHNSON
2oa-96-0
Aoenaphthylono
20
Not detected A
U9fL
EPA625M270D
Wulle
CJOHNSON
e2-53-3
Aniline
10
Not detected Ji
WL
EPA625=70C
013M6
.^.JOHNSON
120-12-1
Anthracene
20
Not detected J1
UOIL
EPA625/8270D
6rN18
CJOHNSON
benzeneacatic acid
11 N1
U91-
EPA02SM2700
et3116
CJOHNSON
56-55-3
Benzo(a)anthracene
20
Not detected J1
1igrL
EPA625182700
6/3116
CJOHNSON
50-32.8
BenzD(a)pyrono
10
Not detected J1
U9fL
EPA025/82700
el3He
CJOHNSON
205-H11.2
Benzo(b)fluoranthene
1 D
Not detected Ji
UG1/L
EPA62S/82700
WW116
CJOHNSON
191-24-2.
8er.zo(g,ll,)rylene
20
Not detected J1
U=
EPA825f82700
ewe
CJOHNSON
207-08-9
Berzo{k)flvwantherie
30
Not detected J1
U91L
EPAe25/827oD
513M6
CJOHNSON
85-95-0
Berzoic acid
50
68
uWL l
EPA825M2700
OM16
CJOHNSON '
100.51-6
Benzyl alcohol
30
Not detlat:tnd
UD(L
FPA62SM70❑
6rsie
WOHNSON
111-91-1
Bis(2-chloroethoxy)mettlane
1D
. Not detected J1
t'q&
EPA62S18270D
8/3110
CJOHNSON
111414-4
Bis(2-chloroethyl)ether
10
Not detected J1
w2
EPAWW77011
Wme
WOHNSON
W035-32-9
Bis(2-chloroisoprapyl)ether
10
Not detected J1
VWL
EPA8255OW700
state
CJOHNSON
117�1-7
Bis(2-ethyihexyl)phbmIate
30
Not detected J1
UVL
EPA62 270D
SIs118
CJOHNSON
W93 Guam" Labondorp), 1t123 Mall SeMca Canter, Ralalgh, NC 27tt99-1823 (919) 733-"N
"N of Deteded" or "ti does not 6xi1cwto 1ha sampb is anA" tree but that the an a" Is not detected at or above the PQL.
Page 1 of 6

14
NCVTPQ?- LaboratoryScctinn 9Usufts/,Sampre Cbmmentr/QuaCrflW(Definitw-
$ample Ir1� AC2933X
Result/ metipd Anatysis
1.1nQ r
',01-ab-3
n ❑!vm Lo gi'�
Bromophenyl phenyl ether, 4-
r
10
ualifer
Not detected J1
Units
u9iL
SefewS&
EPAe2sa27Do
J2&
6W6
yakwaee Py
CJOHNSCN
as-es-r
gutyitenryl phthalate
10
Not detected J1
UZIL
FPA6251677Dn
573116
CJ014N'$ON
b8.E4-7
Chloro-34nethyl phenol, 4-
10
Not detected
uiVI.
EPA825r82711D
8J'i118
C,7C HNSON
10"7-8
Chloroaniiins, 4-
10
Not detected J1
u91L
EPA625JB2700
6J3116
CJOHNSON
S1-56-7
Chlororlaphthalene, 2-
10
Not detected J1
uglL
EPA925l6270D
er3ne
CJOHNSON
ss-57-8
Chlarophenol, 2-
10
Not detected
LVL
EPA62578270D
drwe
CJOHNSON
7005.72-3
Chlorophenyl phenyl ether, 4-
20
Not detected A
u91L
FPA625fa770n
15411vi6
CJOHNSON
21e-a1-1)
Chrysene
20
Not detected J1
ugll-
EPA62618270D
0*10
CJOHNSON
53-70-3
Dihenzo(a,h)anthracene
20
Not detected A
u9I
EPA662SIR270D
GW16
CJOHNSON
132-644)
Dibenzofuran
20
Not detected J1
LVIL
EPAe251B270D
t11311A
CJOHNSON
95-511-1
Dichiorobenzene, 1,2-
10
Not detected A
LQA
EPA62 UTOD
owe
CJOHNSON
E41-73-1
{hchlorobonzer'e, 1,3
10
Not detected J1
LQIL
EPA62516270D
Bd3716
CJOHNSON
106-46-7
Dlchlorobenzene, 1,4-
10
Not detected J1
U91L
EPA62518270D
8WO
CJOHNSON
91-94-1
DichIcrobenzidire, 3,3'-
30
Not dctccted J1
u91L
EPAUNK70D
S"N16
CJOHNSON
120.83.2
Dichlorop`1eool, 2,4
10
Not detected
U91L
EPA625W70D
Br311a
CJOHNSON
84-88-2
Dieitlyl phthalate
20
Not detected A
4L
EPA1125182700
6/3l16
CJOW,50N
131-11-3
Dimethyl phthalate
10
Not detected A
u91L.
EPA625/8270D
ame
CJOHNSON
105-67-9
Dimelhylphenol, 2,4-
10
Not detected
U911-
EPA625182701)
6r3f16
CJOHNSON
04-74.2
Di-n-butyl phthalate
20
Not defected J1
u97L
EPAs26l8270D
6d3r18
CJOHNSON
534-52-1
Dinitm-2-methyl phenol, 4,6-
50
Not detected
ue►L
EPA825r8210D
e/311e
CJOHNSON
51-2"
Dinitrophanol, 2,4-
50
Not detected J2
u91L
EPA8261827en
..r li/3l18
CJOHNSON
121-14-2
Dinitrotoluene, 2,4-
20
Not detected J1
U9&
EPA82518270D
ame
CJOHNSON
606-20-2
DiNtrutoluene, 2,6-
10
Not detected J1
up1L
EPA62518270D
6f3me
CJOHNSON
117-04-0
Di-n-octyl phthalate
10
Not detected J1
ug&
EPA52s182ruD
arJMO
CJOHNSON
2064A-0
Fluorantf7em
20
Not detected JI
UVI
EPA625tB27013
W21/10
CJOHNSON
8e-73-7-
Fluorene -
20
Not detected J1
4A
EPAB25192790
6.'3d16
CJoHNSON
11B-74-1
Hexar-h lo robe rtze ne
20
Not detected J1
uWL
EPA625ra270D
&W18
CJOHNSON
87.684
Hexachlorobutadiene(SV)
10
Not detected J1
uGti
EPAS2518270D
63116
CJOHNSON
77-47-4
Hexachiorocyclopentadiene
10
Not defected J1
U94-
EPA525f6273D
6CS115
CJOHNSON
67.72-1
Haxachlaroethaute
10
Not detected J1
W,'L
E-PA62W 70D
6I3r16
CJOHNSON
hydrocinnamlc add
520 Ni
U971-
EPAe2516270D
wV46
CJOHNSON
193-30-5
Indena(1,2,3-od)pyrene
20
Net detected J1
UWL
P-pg025M2701)
6/'31tS
CJOHNSON
78-59-1
Isophorone
10
Not dotoctlld A
UU&
EPA825MMD
613716
CJOHNSON
methyl pentanoic acid
14 N1
LOWL
EPA625782700
(Sr3716
OJOHNSON
01.57-6
Methylnaphthalene, 2-
10
Not detected Ji
u911-
EPA625f6270D
GW16
CJOHNSOH
methylphenol
130 All
u91L
EPAB257 Vut)
613116
CJOHNSON
95.45-7
MBthylphenol, 2-
10
Not detected
uy1L
EPA625f6270D
6M6
WOHNSON
106 44-5
Methyiphenol, 4-
10
Not detected
'16r
EPAB25J9270D
aryl
CJOHNSON
a1-ze s
Naphthalene(SV)
10
Not detected J1
jgA
EPASM8270a
6131;0
C104KS01,
M74-4
MtroaniHne, 2-
10
Not detected J1
U&ti
EPAS251B27C
6r3116
CJOHNSON
MOD-2
Nstroariline, 3-
50
Not detected J1
u9/L
EPA92VO27CD
6W.6
GJOHNSON
100-01-5
Nitroanilime,4-
50
Not detectad J1
u91i
EPAB25,'8270D
Bf3/'.$
CJOHNSON
98-95.3
Nitrobenzene
10
Not detected J1
ug!L
EPA62518270D
WV16
CJOHNSON
WSS Chemistry Laboratery>y 1623 Mail Service Center, Rdlelgr, NC 27699-1623 1919) 733-3908
'Not Detected" or"U' does not cldicate tho sample is anatyte free but that the analyte Is not detected at or ar)D" t11e PpL
Page 2 of 6

NC I FYA Laboratory Section PPuItsJSample Camments/QuafifurQlefirrit:o7u
sun-w" ID: AC29332
Raoul Method Analwk
sdlo
88 75-5
mrm
Nitrophenol, 2-
I y(,..,
10
Qualifie
Not detected ted -
Uni
UWL
i,�e erertce
FPA625M 70D
pate
W3116
w1ma1ec w
OJOHNSON
100-02.7
Nitrophenol, 4-
50
Npt detected
up1L
EPA92519270D
6I3N6
CJOHNSON
e21454-1
N-nitrosadi-n-propylamine
10
Not detected J1
UGA-
FPM2918770D
873118
CJOHNSON
RP-30-6
Wn trosodiphenylarnine
10
Not detected J1
LVL
EPA925182700
0"18
CJCHNSON
87-86-5
Pentachloroptlend
30
Not detected
L4�t-
EPA82SM27CD
813116
CJOHNSON
B5~01-8
Phenanthrene
2D
Not detected J1
uG(L
EPA92WaVaD
6r3)16
CJOHNSON
1 ce-05-2
Phenol
_ 10
110
W11.
EPA62518770D
W3116
WOHNSON
129 00-0
Pyrene
20
Not detected J7
a9/L
EPAB25/B270D
8/3f16
CJOHNSON
120-02-1
Trichlorobenzen©, 1,2,4-
10
Not detauted J1
WA
EPA62818270❑
awl
CJOHNSON
er05.4
Trichtorophunol, 2,4,5-
10
Not detected
egfL
EPA62S1827CO
WW1
CJOHNSON
BB-08-2
ThcMorophenol, 2,4,6-
10
Not detected
UWL
EPA625/92700
813/18
CJOHNSON
ualeric acid
12 N4
UWL
EPA62WE2700
613/16
CJOHNSON
aeL
1a693-4
(BDB)1,2-Dibromoethane
1.0
Not detected
U911-
EPA04e280c
A 5127119
CJOHNSON
63D-2"
1,1,1,2-Tatrachbroett ne
1.0
Not detected
ul;VL
EPA62418260C
.y27/16
CJOHNSON
71-55-8
1,1,1-TrichIDroethane
1.0
Net detected
ugIL
EPA8246260C
5f27115
CJOHNSON
70345
1,1,2,2-Tetrachloroetherle
1.0
Not detected
VVL
EPA624M42 C
5/27116
CJOHNSON
79.006
11,2-Trichloroethane
1-0
Not detected
u'-
EPA82418260C
N27flt1
CJOHNSON
7534-3
1,1-Dichlomethene
1.0
Not detected
UGA-
EPA62418260C
5I27/16
CJOHNSON
75-35.4
1,1-Dichloroottlene
1.0
Not detected
u!n
F17A624MMOC
5/27116
CJOHNSON
583-5M
1,1-DIchlompropene
1.0
Not detected
tip/L
LPA624/0250C
W27/16
WOHNSON
87-616
1,2,3-Trichlorcibenzeene
1.0
Not detected
ulpL
FPA824182WC
507116
CJOHNSON
e6-10-4
1,2,3-7rch!ompropare
1.0
Not detected
ug/L
EPA824162W
5/27116
CJOH45ON
120-82.1
1,2,4-Trchlorobenzene
1,0
Not detected
u9rL
EPA624/8260C
5/27116
CJCKNSON
55.63-i1
.1, 2,4-Trimethyl benzene
Not detected .
c9n-
F-PA82.4/82WC ...
5127/10 ...
-., CJOHNSON., .....-.
66-12-8
1,2-Dibromo-3-Chloropmpane
2.0
Not detected
u9fL
l-PW4Aa26oc
W27ne
CJOHNSON
107418-2-
1,2-01chlaroethana
1.0
Not detected
ug&
EPAS24/82BOC
5/27116
CJOHNSON
7"7-5
1,2-Dichloropropane
1.0
Not detected
US'L
EPA02418260C
V27/10
CJOHNSON
10"7-8
1,3,5 Trim@thyibenzene
1.0
Not detected
LWL
EPA624/8260C
W7116
CJOHNSON
142 28-8
1,3-DichIDrop roparle
1,0
Not detected
ugiL
FPA82418280C
5121116
CJOHNSON
584-20-7
2,2-Dichtompropane
2.0
Not detected
art
EPAe24t8260C
5127116
C-JOHNSON
95-49-8
2-Chlorotoluene
1.0
Not detected
UgA-
- EPA92418260C
5121116
CJOHNSON
106-43-4
4-Chlordfp4uene
1.0
Not detected
LEA
EPM2418260C
W7116
WOHNSON
71-43-2
Benzene
1.0
Not detected
s0/L
EPA024ALNM
512T116
WOHNSON
108-Mi
Bromobenzene
1.0
Not detected
LV&
EPA62418260C
&27/16
CJOHNSON
74-97-5 '
Bromo&1oromelharle
1.0
Not detected
LJVL
EPA62418280C
5127/115
CJOHNSON
7n-27-4
Bromodichloromethane
1.0
Not detected
LQA-
EPAs24111260C
&77116
C.20HNSON
75-25-2
Bromoform
2.0
Not detected
UWL
EPA824/8260C
5127116
GJOHNSON
74-83-9
Brornornethane
2.0
Not detected
UWL
EPA62418MC
5127/15
CJOH460N
5e-23-5
Carbon Tetrachloride
1.0
Not detected
t10fL
EPAB2418260C
5147118
=HNSON-
1W60.7
Chlorobenzene
1.0
Not detected
u9rL
EPAS2418260C
5127118
CJOHNSOM
75-00.3
Chtoroethane
2.0
Notde'tectod
UQ&
FPA8241626{7C
5/27N6
=HNSON
- 1N33 MmMtryLehpmtory» 1523 Man Service caster, FtWelo, NC 27699.1623 (919) 7333908
'Not Det8oterd" or'Lr dow nee indicate the 1lmhple is analyie hoe but that dm armlyle is not detected at or above the POL
Page 3 of 6

9VC 4f %k GabommySutinn IKr- fts/, =T(e Coratetfttt/Qu4rrfurDef iatow
SAmpla ID- AC293M
esul'J
Method
Analysis
CAS $0
Aratyte Name
PQL
Qualifier
Units
Reference
-Dgm
Va'kfated oY
67.45s-3
Chlorofcrm
1.0
Not detected
LVL
EPAb24,1026C3
5/27/16
WOHNSON
74-87-3
Chlaromethanle
2.0
Not detected
ug1L
EPA62418284C
W7115
CJOHNSON
15Cr59-2
d-,1.2-dichoraothone
1.0
Not detected
u fL
EPAS74I8260C
5 zma
CJOHNSON
10081-01.5
cis-1,3-Dichloropropene
2.0
Net detected
UWL
EPAWAMMOC
G127116
WOHNSON
124-46-1
IMfomochloromethane
2.0
Not detected
LGIL
EPA8241826oC
5127116
.
CJOHNSON
74-95-3
Dibromomethane
1.0
Not dohrcted
41-
EPA02418260C
7118
OJOHNSON
75-71-6
Dichlorodifiuoromethane
2.0
Not detected
uWL
EPA$241a2a0C
5127116
CJOHNSON
10041-4
Ethylbenzene
1.0
Not detected
u91L
EPA62418260C
5127116
WOHNSON
87-06-3
Hexachlorobutadierte
1.0
Not dotacted
LWL
EPA624182W
5127I16
CJOHNSON
ea-62-0
Isopropylbenzene
1.0
Not detected
LG/L
EPA6241s260C
5127H8
CJOHNSON
108.38-3
m,p-Xylene
2.0
Not detected
uj)(L
FPA62418MC
512TM6
CJOHNSON
$41-73-i m-Dlchtorobenzene (1,3) 1.0 Not detected UW'L EPA624r82wC &27MG CJOHNSON
1e34 t1a-a
Methyl Tort-Buty. Ether
1.0
Not dateded
u91L
EPAUAr&nOC
5n7M
CJOHNSM
75 2
Methylene Chloride
1 .0
Not detected
Af
EPA62418260G '
5127116
CJOHNSON
91-20-3
Naphttlalorte
2.0
Not detected
u9+L
EPA824182eoC
5127116
CJOHNSON
1C4-51-5
P-0utytbert4ene
1.0
Not detected
09&
EPA6241E26De
V27MO
GJOHNSON
1C3-6.r1
n-Propytbenzene
1.0
Not detected
LW
EPR624182saC
5tPM6
CJOHNSON
95-50-1
o-Dichlorobenzene (1,2)
1.0
Not detected
wt
EPAS2418260C
512711e
CJOHNSON
0547-6
o-Xylene
1.0
Not detected
ugfL
EPA62418280C
5127h6
CJOHNSON
108-'48-7
p-Dichlarob enzene (1,4)
1.0
Not detected
QG&
EPPA6241626GC
5127116
CJOHNSON
98-87-6
p-lsopropyltoluene
1.0
U-92 N3
a9►L
EPA024182WC
5127116
CJOHNSON
135-98-8
sw,13utyibenzene
1.0
Not detected
u91L
EPA6241828oc
W77116
CJOHNSON
100-42-5
Styrene
1.D
Not detected
u9/L
EPA62418260C
5127116
CJOHNSON
68-m-B
tert$Utylbenzene
1.0
Not detected
LIWL
EPA624RI26OG
5127118
=HNSON
127-18.4
Tetrachtcroethene
1.0
Not detected
ue1L
EPA82418260C
5127116
CJCkNSON
105-C6..3-
TOIU©n,3
.- ,L. 1., -•
4q
uglL ,....
EPA42418760C
W27110
.,CJ,'kVNSOti_
15"0-5
tram- 1,2-Dic#hloroethene
1.0
Not detected
W1L
EPA524r82MC
5J27116
CJOhNSON
1CJ8;-026
trans- 1,3-0i;hloroprcpene
2.0
Not detected
uPL
ZEPA62416ZWC
6127716
CJOHNSON
7S 01-$
ThcAomethene
1,0
Not detected
U91L
EPA82418260C
W7116
CJoh'NSON
75.69-4
Trtchlorcifluoromethane
- - - - -
2.0
Not detected
UdL
EPA62418260C
5127116
O.IOHNSON
75.01-4
Vinyl Chloride
2.0
Not detected
ugx
EPA824182130C
W27118
CJOHNSON
WSS C"Yrds y Labomtorp> 1823 Mai! Service Center, Ratefgtl, NC 27899-1823 (ets) 733-nua
'Nat Detected' or%r d003 not IndIC3te the 63Fnfft is ante free but that the analyte is not detected at or above the POL.
PaW 4 of 6

n0"1K,Cabo=,cvySection4?Sne 1r =Pk Commenis/Qua4fWrVefnitimu
Sempia ID: AC29332
Result/
�( I'L Ip1Y lQ� IYiIIIIA r=a`- DWIII r UnjU Reference Date WMated
SamloCannmenta
WET: G&043-Estlmaietl-LFMA recovery was 59% due w matrix intederence.
V0LV0A-N3-est1rmted4"1 too low to per it aomMe qualirr-a5wi,
cease ritiation'siesa than the iaboratary POL limit and greater than the
lahorutory MD. -
SE WSV-r2-estimated-1 wuOyte, faled < LCL in the CV2.
SEN SV-Jt-estimated-surrogate < I_CL.
SEAO S-Nl-estimated•teniaGvely identified by M5 Gbrery search_
NCDE -W$ -Chemistry Lab Data Qualffiers
Al The reported value is an average, where at teastone result is qualified with a'U", The PQL is used for the qualified resutt(S) to cal
131 Coliform-Countabla membranes with less P^an 20 colonies. Reported value is estimated or is a total of the taunts on all filters repo;
B2 Coliferm-Carats from all filters were zaro. The vague reported is based on the number of colonies per 100 ml that would have been
133 Coliform-Countable membranes with mom that 80 or 60 colonies. I he value reported i8 calculated using the count from the smalle
134 Go liform- Filters have counts of both >60 or 80 and <20. Reported value is estimated or is a total of the counts on all fitters reported
135 Coliform-Too many colonies were present, too numerous to Count (TNTC). TNTC Is ger►erally defined as >150 colonies.
88 Conform -Estimated Value. Blank contamination evident
B7 Conform -Many non-coliform or non-enterococcus Monies or interfering non-coliform or non-enterococcus growth present. In this cc
13131 MPN-No wells or tubes gave a positive reaction. Value based upon the appropriate MPN Index and reported as a less than '<- valu
13132 MPN-All wells or gibes gave positive reactions. Value based upon the MPN Index and reported as a greater than ">° value.
C Total residual chlorine was present in sample upon receipt in the labaratory; value is estirnatad.
Gi BOD-The dissolved oxygen (DO) depletion of the dilution water blank exceeded 0.2 rng/L.
G2 BOD-The bacterial seed controls did not meet the requirement of a DO depletion of at least 2.0 mglL andfor a DO residual of at lea.
.,.;BQD-Nq,"iniple dilution met the requireMent of,$ DO depletion of aLleast.Z.Qma./Landro[-4 DO residual of at Ieast,l-Qrng(L.,
64 BOd-Evkianca of toxicity. This is gerieralty charaUerized by a significant increase in the 130D value as the sample concentration dt
G5 BOD-The glucose/ glutamic acid standard exceeded the range of .198 t 30.5 mglL.
G6 BOD-The calculated seed correction exceeded the range of 0.6 to 1.0 mgfL.
G7 SOD -Less than 1 mglL DO remained for all dilutions set The reported value is an estimated greater than value and is calculated fo
GB SOD -Oxygen usage is less than 2 mcyL for all dilutions seL The reported value is an estimated less then value and is calculated for
(39 BOO -The DO depletion of the dilution water blank produced a negative value.
J1 Surrogate recovery limits have been excaudod.
J2 The reported value failed to meat the established quality control criteria for either precision or accuracy.
J3 The sample matrix Interfered with the ability to make any accurate determination.
J4 The data is questionable because of improper laboratory or field protocols (e.g., composite sample was collected instead of grab, p
J5 Ternperatum limits exceeded (samples frozen or WC) during transport or not verifiable (e.g., no temperature blank provided): non•
J6 The laboratory analysis was from an unpreserved or improperly chemlcally preserved sample. The data may not be accurate.
J7 This qualifier is used to identify anafyte concentration exceeding the upper calibration range of the analytical Instrument/method. Tt
J113 Temperature limits exceeded (samples frozen or >6°C) during storage, the data may not be accurate.
A The reported value is determined by a one-poirt astimation rattier than against a regression equation. The esst mated concentratron
J10 Unidentified peak; estimated value.
ill The reported value is determined by a one -point estimation rather than against a regression equattan. The estimated concentration
J12 The calibrapon verification did not meat the calibration acceptance criterion for field parameters.
M Sample and duplicate results are "out of control'. The sample is non -homogenous (e.g., VOA soo. The reported value A the lower
Ni Presumptive evidence and estimated value. The component has been tentatively identified base on mass spectral library.
N2 There is an indication that the anafyte is present, but quality control requirements for confirmation were not met (i.e., presence of i
N3 This code shall be used if the level Is too low to permit.accurete quantification, but the estimated concentration is toss than the labs
N4 This code shall be used if the level is too tow to permit accurate quantification, but the estimated concentration is less than the labs
N5 The component has been tentatively identified based on a retention time standard.
Q1 Holding time exceeded prior to receipt by lab,
WSS Cherelatry L.aboratarp)- 111123 Mail Sawlee Genter, Raiatgh, NC 27699-fti23 (SIB) 133-3m
`Not Dotectadl or %M dam not indicate the sample Is "We bee but that the enaryte is riot datectad at or above the PQL
Page 5 of 6

NC v��. LabamtaryStttinn �.e:�.r/sample Comrrx,�ts/t�ai�ur�efrnit�
sample ID: AC29=
a ul Method Ana is
Oyellfier L_. EZe a nce
Un s re Date
02 Holding time exceeded following receipt by lab.
P Elevated PQL' due to matrix interference and/or sample dilution.
S Not enough sample provided to prepare and/or analyze a method -required maims spike (MSj and/or matrix spike duplicate (MSD).
U Indicates that the anstyte was enatyzed for but not detected above the reported practical quantitation limit`. The number value repo
X1 Sample not soreened for this compound,
X2 Sampled, but analysis lost or not performed -field error.
X3 Sampled, but analysis lost or not perfwmed4ab error.
V Indicates the ana" was detected in both the sample and,the associated method blank. Note: The value in the blank shall not be s
Y Elevated PQL' due to insufficient sample size.
z1 Inability to analyze the sample.
Z2 Questions Concerning data reliability.
4
WSS ChomM" Laboratory;- 1623 mall SaMce Carrmt, Raleigh, NC 27M.1623 [phone]
`Not Detected' or'U' does not indkNda the sample Is anatybe fine but that the angle is not detecWd at or above the POL.
Page 6 of 0

AC2"16 North. Carolina Division of Water Resources Water Sciences Section Laboratory Result
Los. Ueepr_
PgINELt LUtYlt3tiR
489E XNATHAN CREEK FIR,
Coutiy.
14AYW000
Comer B LAVER 7Y
MaIND
Region
ARO
Report To RCS
Location 10: ICMP_OWELL PL2
River Benin
Jonathan Creak
Collett Data: 06431R4i6
Priority ROUTINEIG_EOC
Erne row ry
Co6ect Tirre: 4' 3
Sample MatrX 8URFAC A R
CDC Yevwo
YS
Sar" Depth
Lrt, Type: ftMWM
SarrpA ID:
AC20418
00 Nurrim it
ARb
Da'ln Received:
UT6 RaCeAred'
Urtbworko LoonID
KJMlSCM
De w" votno6
Kgnd delb=
FInW Report Crate
7f,_, M
Report Print Date:
g7IDO12QL
lfthis report is labeled prellminary report the results have not been validated. Do not use For Regulatory purposes.
ul
Method
Analysis
CAS # Anatyte Name P�
Qualifier
Units
Reft nce
Date Wowed tN
ARO
BOD, 5-3ay in liquid 2.0
120
WCALAPHA52106
V25116 ESTAFFORDI
Residue —Suspended in litrjid 6.2
84
rn4L
APHA2640D-20th
61MIG ESTAFFORD1
Sample temperature at receipt by lab
2.3
'C
024118 RBYRD
Total ❑is5olved Solids in liquid 12 245 ftvfL okPHA254OC-16TH &77116 ESTAFFORDI
TurUdJty 1 43 NiU APHA21"DB-Mh 1125116 - ESTAFFORDI
WSS Ctlgn" LWXWfftpry}> IbZ3 Mail Service Center, Raletgh, So 7nn-1623 [phone]
'Not Detected•' or•LP does not indicate the aanq* is anatyte free but that am ane yte is not detected et or above the PQL
Page 1 of 1

MI
Pace Anatytical 3orvicm, LI-0
+j1arl U25 R?m r5 ide Dr.
a E r 1 AsheWle, N% 28804
:tiM!hIV14Qe [phone]
4s/ l�S T&Wfii "L2 f4&-: Cy C f C ' '" ANALYTICAL RESULTS
ProleCt: Powell 6-P1101-IA
Pace Protect No.: 92318984
Sample: P0ND
Lab ID: 02316984001 Coilected: 11108/18 13:06 Received: 1110011615:10 MaU»c: Water
Parameters
Results Units
Report Umit DF
Prepared
Analyzed
CAS No. Quad
8081 GCS Pesticides, TCLP
Analytical Method: EPA8081 Preparation Method: EPA3510
Ledctlato MethodlDatw EPA1311; 11111/16 18:00
gamma-6HC ('jndam)
ND ug1L
0.50 1
11/15/16 D972
111161ie 21:08
58-89 9
Chlorinae (Tewinlcal)
NO ug/L
3.0 1
11/15116 D9:22
11f16115 21:08
57-74-9
Endrin
NO ug/L
0.50 1
11/15/16 09:22
11116/16 21:08
72-20-8
Heplachlor
NO ug1L
0.60 1
11/15116 09:22
11/16/18 21 08
78-44-8
Heptachlor epoxide
NO uglL
0.50 1
11115M6 0922
11/16/16 21:08
1024-57-3
Methoxychltx
ND uglL
1000 1
li/15M6 0922
r11116116 21:08
72-43-5
Toxapa ene
ND uglL
3.0 1
1111 SM6 09:22
11116/16 21.W
t 8001-35-2 -
s„ mgstes
Decactdorublpt"I (S)
48 %
10-138 1
11/15/16 09:22
11/16116 21:08
2051-24-3
TetracNDro-rn-xytette(S)
60 %
10-110 1
1111511609:22
11110621:08
877-09-6
8151 Chlorinate Herbicide TCLP
Analytical Method: EPA 8151 Preparation Method'. EPA
3510
2,4-t7
ND -0-
0.010 1
1Ill 7116 08:50
11/19/16 01:55
94-75-7 L3.MO
'2 a,5-TP plivex)
ND mg1L
0.010 1
1Vl7/16 08:50
11/19116 01:55
93-72-1
Su"ga(w
2.4-DCAA (5)
104 %
39-139 1
11/17/16 06:50
11/19/16 01:55
19119-28-9 .
8010 AAET ICP, TCLP
Analytical Method: EPA6010 Preparation Method: EPA 301QA
Leachate MeihodfDate: EPA 1311. 1t109116 18:30 Ireful pH: 2.4; Final pH- 2.4
A-senlc
ND mg1L
0.050 1
11/10/16 17:48
11111/16 11:14
7440-38-2
aar"M
ND mg/L
0.25 1
1111D11617:48
111t111611:14
744D-39-3
Cadmium
NO mWL
Q.0o50 1
11110/1617:48
1111111611:14
1440-43-9
Chromium :
_ :.:-- -. , ND - - - ­mq&'
0.450 1
-..11110116 WAR
11/11/16 11:14 :1440
47-3-
Lead
NO mq&
0.025 1
11110/1617:48
1111111611:14
7439-92-1
Selenlum
ND mwt
OAD 1
11110/1617:48
11111/1611:14
7782-49-2
Silver
ND mq&
0.025 1
11110/1617:48
11111/1611:14
7440-224
6010 MET ICP
Art&ytical Method: EPA 6010 Preparation Method: EPA
3010A
Catdum.
28300 U19fL
100 1
11110116 19.05
11112r16 00:42
7440-70-2
Magnesium
997Q ugla_
100 1
1111(0619:05
1 Ili 2116 00:42
7439-95.4
Sodium
6620 uglL
5000 1
11110/16 19:05
11/12116 0DA2
7440-23-5
SodlumAdsorpllon Ratio, SAR
Analytical Method EPA 6010
Sodiu mAdsm-Wn Redo
0.23 meg1L
1
11/15116 08:54.
N2
7470 Memury, TCLP
Analytical Method: EPA7470 Preparation Method: EPA7470
Leachate Mcthod/Date: EPA 13 11 ; 11102116 18,30 Initial pH: 2.4; Final pti: 2A
Mercury
ND mg1L
0.00020 1
11111118 D7:35
11111115 15:16
7439-97-6
8270 MSSV TCLP Sap Funnel
Analytical Meihod: EPA 8270 Prep ration Method: EPA 3510
Leachate Method/Date: EPA 1311; 11111/1616.00
1.4-Uichlorobereene
ND u9/1-
50.0 1
1111611508:UU
11115/1615:12
106-46-7
2,4-Mnitrotoluene
ND WA
50.0 1
11115/1608:00
1111511615:12
121-14-2
Hexachloro-1,3-butadiene
ND ug1L
50.0 1
1111511808:00
11115/1615:12
87-68-3
I lexaahlorob-onzene
ND u91L
5D.0 1
11/15116 08:00
11115116 15:12
118-74-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, oxce at In full,
Date: 11122/2010 12:52 PM without the written conmrit of Pace AnaN*A Servims, LLC. Page 4 of 40

rt
Pate Analytical 8errra95, LLC
2225 Rivesdde Or.
Ashe4le, NC 28604
(62s)254-7176
ANALYTICAL RESULTS
Project: Powell &P1101-1A
Pace Proje No.: 92318984
Sarnpte; POND LablR: 92318984001 Collected: 111CB116 13:00 Received: 11/08116 15:10 Matrhr. Water
Parameters
8270 MSSV TCLP Sep Funnel
Hexacrdorcet�wne
2•Methyl phenol (o-C resnl)
3&4-Me[hy1PhenoKm&P Cresnh
Narobenzene
Pentachlorophenal
PyridMe
2,4, 5-Trtchl o rop hero 1
2,4,6-Trk"urophenol
Surmgratas
NitrobsnzeneA5 (9)
2-Fluorohtphe7yi (S)
Terphenyl-d14 (S)
Phenoi-d6 (S)
,'2-Fluorophenol (9)
2,4.&Ttibromophenol (S)
8260 M8V TCLP
Results linos Report Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8270 Preparation Method: EPA 3510
Leachate Mclhod/Dats: EPA 1311; 11/11/16 16:00
ND
u9tL
50.0
1
11/15/16 08:00
11115/16 15:12
87-72-1
ND
u91L
50.0
1
1111.5116 08:09
11115116 15:12
95-48-7
ND
u911
50.0
1
111/5/16 06:00
111t5116 15:12
ND
ug1L
60.0
1
1If! 5116 08:00
11/15/16 15:12
98-95-3
ND
up1L
100
1
11/15/16 08:00
11/15116 16:12
87.86-5
ND
ug1L
50.0
1
11115/1608:00,
11115116,15:12
11056-1
ND
ug1L
50.0
1
11/15/16 08:00
111,15116 102r
9&954.
ND
ug1L
50.0
1
11/15/16 08:00
11115M6 15:12
88-08-2
65
36
12-102
1
1V151160800
11/15Me15:12
4165-60-0
57
%
13-107
1
11)'f5118 08-M
11115116 15:12
321430-8
77
%
21-132
1
11116/18 08:00
1111&16 15:12
1718-51 0
30
%
10-110
1
11116/16 0690
11115116 16:12
13127-88-3
39
%
10-110
1
11115/16 08:00
1111 SM S 15:12
367-12-4
75
%
27-108
1
11/1511608:00
11/1511615:12
11&79-6
Ana"cal Method; EPA 8260 Leschate MethodlDate: EPA 1311; 1i111116 08:21
Benzene
ND
4L
100
20
11/1411616:49
71A3-2
2-&1snone (NEK).
NO
LIWL
200
20
11/14116 16Atl
76-93-3
Carbon tebacrdotlde
ND
AIL
100
20
11/14116 18A9
56-23-5
Chl=b,enzene
No
ugfL
100
20
t111411616:49
108-90-1
Chloroform
NO
ug1L
100
20
11/14A616:49
67-66-3
-1,4-DieNorobenzene
ND
ug/L,
100
20 .
11/14/16 W49
106-46-7
1,2-0icHcroethane
ND
ug/L
100
20
11/1411616'49
107-06-2
11-01cNaroethens
NO
u91L
100
20
11I1VI616:49
75`35-4
Tetrachloroethene
ND
ug/L
100
20
11/14flB 16:49
127-18-4
Tfthloroethene
ND'
u9&
to()
20
11114/1616:49
79-01-6
Virryt dilodde
ND
LKYL
100
20
11/141161&49
75-01-4
Sunvgates
1,2-0k Naroethane-d4 (S)
99
%
70-130
20
11/1411616:49
17060-07-0
To4jene-d8 (S)
104
°6
67-135
20
1v14116 16:49
2037.26-5
4-6rornofluoroberszene (S)
102
y6
70-130
20
11/14/16 16AD
460-00-4
8260 MSV Low Level
Analytical Method: EPA&M
Acetone
ND
UWL
26.0
1
11111/1613:44
67-64-1
Berrzerre
ND
u91L
1.0
1
1111111613:44
71-43-2
Bromobenzene
ND
uglL
1.0
1
11111/1613:44
1OB-88-1
BmmoctNomniathane
ND
u91L
1.0
1
1111111813:44
74-97-5
Brurnodlchlcrornethone
ND
ug1L
1.13
1
11/1111B 13:41
75-27-4
Brornotorm
ND
LWL
1.0
1
11)1111613:44
76-26-2
Bromornethene
ND
ug1L
2.0
1
1111111613:44
74-83-9
2-Buterlorle (MEK)
ND
uWL
610
1 1
11111/10 13:44
78-93-3
Carbon tetrachloride
ND
u9 -
1.0
1
11/11/16 13:44
5B-23-5
CNorobenzene
ND
ug1L
1.0
1
1111111813:44
108-90-7
Chloroethans
NO
u9k
1.0
1
11/1111813:44
75-00-3
Chloroform
ND
ug1L
1.0
1
11/11/16 13:44
67 66 3
REPORT DF LA BO RATO RY AN ALYS IS
This report shall nct be roproduoetr, except in full,
Date: 11/2212016 12:52 PM
without the writ m consent
ad Pare AnaWical Sarvicaa, LLC.
Page 5 of 40

Paw A na lyMal 9aMeee. LLC
2225 Riverside Dr.
Ashevdre, NC 28004
[phone]
ANALYTICAL RESULTS
Project: Poweil6-P1101-1A
Pace Project No.: 92318984
Sample: POND Lablb: 92318884001 Collected: 11/08116 13:00 Recehed: 11/08116 16:10 Maoris Water
Parameters
Results
Units
Report Limit
DP
Prepared Analyzed
CAS No.
8280 M3V Low Level
Analytical Method: EPA 626D
CNoromethane
ND
ug1L
1.0
1
1111111613,44
74-87-0:
2-Chlorotokterte
ND
ug1L
i.0
t
11111/1613:44
95-48-8
4-Chlorotoktene
ND
ug1L
1.0
1
11111/1613:44
106-43-4
1,2-Dibrorno-3-&WOpropane
NO
ug1L
2.1)
1
11111/1613:44
98-12-6
Dibromochloromethane
ND
ug1L
1.0
1
11111/1613:44
124-48-1
1,2-Dibronmethene (F-DB)
ND
ug/L
1.0
1
11/11/16 13:44
106-93-4
1Xbromometr9M
ND
ugfL
1.0
1
111111i613:44
74-95-3
1,2-DichWobenzerre
ND
ugfL
1.0
1
i1/1111613A41
95-50-1
1,3-D)ichlombenzene
ND
ugfL
1•p
1
1111111613:44
541-73-1
1,4-Dichiarobenzene
ND
ug/L
1.0
1
1111111613:44
106.46-7
Dichlorod ifluoronlethane
ND
u91L
1.0
1
1111111613:44
75-71-8
1,1-Dlchloroethane,
NO
u91L
1.0
1
11111/1613:44
75-34-3
1,2-Dichlwoethane
NO
u91L
1.0
1
1111111613A4
107-W2
1,1-Dichloroethene
NO
u91L
1.0
1
11/1111613A4
75-35-4
�' cis-1,2-Uchloroethene
NO
ugfL
1.0
1
11111/46 13:44
156-69-2
trans-1,24Nchloroethene
NO
ugfL
1.0
1
1111111613.44
156- M
1,2-Dichiompropane
ND
ug(L
1.0 .
1
11/11/16 13*44
78-87-5
1,3-Dichtoropropane
NO
ugfL
1.0
1
.1111111613:44
142-28-9
2,2-Dict4oropropane
ND
ugfL
1.0
1
11111/1613:44
594-20-7
1,1-Dichlnropropene
ND
ugfl-
1.0
1
11111/1613:44
563-58-6
cis-1,3-Dichtoropropene
NO
twL
1.0
1
1111111613:44
10061-01-5
trans-1,3-Dichloropropene
NO
ug1L
1.0
1
1111i11813:44
10081-02-6
DUsWropyl ether
NO
ug/L
1.0
1
1111111613:44
108-20-3
:-•- . Ethylbenzene
ND -
.- -ug1L-...
11MI116.13:4A
100-41-4 •.
Hexachh-o-1,3-butadiene
N❑
ug1L
1.0
1
11111116 13:44
87-68-3
2-Hexanone
NO
u91L
5.0
1
1111111613:44
591-78-6
p-Isopropyltoluene
NO
ugfL
1.0
1
11/i111613:44
99--87-8
141e"ne Chloride
ND
ug1L
2.0
1
11/11116 13:44
76-09-2
4-Methyl-2-pentanone (MIRK)
NO
u91L
5.0
1
111il/161144
108-10-1
MetYeikert-butyl ether
ND
ug/L
1.0
1
11111/16 13:44
1634. )4-4
Naphthalene
NO
ugA.
1.0
1
1111111613:44
9i-20-3
Styrene
ND
ug/L
i.0
1
11/11/1613:44
10042-5
1.1,1,2-TetracMmethane
ND
ug/L
1.0
1
11f11/1613:44
630-20-8
1,1,2,2-Tetraatllomethane
NO
ug1L
1.0
1
11111/1613:44
79-34-5
Tebv:Noroethene
ND
ug/L
1.0
1
11111/1613:44
127-18-4
Totuane
6.2
ug/L
1.0
1
1111111613:44
108-88-3
1,2,3-Trich1arobenzene
NO
ug/L
1.0
1
11M111613:44
67-61-6
1A4-Trichlwobenzene
NO
ug1L
10
1
11f1111613:44
120-82-1
1,1,1-Trictkroethane
ND
u91L
1.0
1
11/11/16 13:44
71.55.E
1,1,2-Trichluroethane
NO
ug/L
1.0
1
11/1111613:44
79-00-6
Trichloroethene
ND
ug1L
1.0
1
1111111613:44
7"1-6
Trichloratluoromethane
ND
USA-
1.0
1
11/1111613:44
754194.
1,2,3-TrWoropropene
NO
u91L
1.0
1
f 11/1111613:44
96-18-4
Yn yl acetate
NO
ug/L
2.0
1
11/11116 13:44
108 05-4
Vinyl chloride
ND
ug/L
1.0
1
11A1116 13:44
75-01-4
Xylene (Total)
ND
ugfL
1.0
1
11/1111613:44
1330-20-7
nAp-Xylene
NO
ugfL
2.0
1
1111111613:44
1713601-23-1
REPORT OF LABORATORY ANALYSIS
L3
L3
Qual
This report shall not be mprodmed, wccept in full.
Date: 11 f22R016 12:52 PA without the wraten consent of Pace Analytical Sewlees. LLC. Page 6 of 40

IR
i.
Pace AnSVIOal services, LLc
2226 RiversFde Dr.
Ashedtle. NC 28804
peP (826)254L7176
Project Powell6-P1101-1A
Pace Project No : 92318984
ANALYTICAL RESULTS
Sample: POND
Lab M-. 92318984001 C❑llected:
1110811813:00
Received: 11/08/16 15A0 Matrix: Water
Parameters
Resufts Units Report Limit
DF
Prmpart d Analyzed
CAS No. Qua]
8260 Nl3V Low Level
Analytical Method: EPA 8260
o-Xylene
ND ug1L
1.0
1
11/1111613:44
9547.6
Surrogates
4-Bromo luorohenzene (S)
97 %
70-130
1
11/11116 13:44
4604004
1,2-Dicnlaroefhane-d4 (S)
101 %
70-13o
1
11/11116 13:44
17060-07-0
Toluene-da (S)
100 %
70-130
1
11111116 13:44
2037-26-5
2540C Total Dissolved Solids
AnWytiral Method: SM 254CC
TOW Dissolved Solids
226 mglt_
25.0
1
11/10/15 13:371
4500H+ pH, Elactrometrfc
Analytical Method: SM 45OD-H+B
PH at 25 Degrees C
710 Std. Unks
1.0
1
11J14115 13:42
H6
5210E BOD, 5 day
Analytical McOrod: SM 521 OB
.BOD, 5 day
t
4&0 mgA-
2.0
1
11/09/16 17:54 1111411 E 11:54
Total Nitrogen Calculation
Analytical Method: TKN+NO3+NO2 Catctdetion
Total Nlirogen
3.1 mg/L
0.12
1
11/15/16 18:14
350.1 Ammonia
Analytical Method: FPA 350.1 1093 Rev 2.0
Nitrotgm, Ammonia
Nb M911-
0.10
1
11111116 (3.18
71364-41-7
351.2 Total Kjoldahl Nitrogen
Analytical Method: EPA 351.2
Nlrogen, iC)eldahl„TcrLpl
3.1 myiL
_.. ,2.5,;
5,
11/1511800:15
7727-37-9
M.2 Nltrngan, N021NO3 unpres
Analytical Method: EFTA t53.2
Nitrogen, Nitra[e
ND —A
0.020
1
1110911617:25
Nitrogen, Nitrite
0.11 mg1L
0.020
1
11/09/1817:25
Nitrogen, NO2 plus NO3
0.039 m9)L
0.020
1
1110911617:25
XSA Phosphoiue, Total
Analylical,Method: F-PA365.1
Pho3phon.r3
2.2 mg/L
0.050
1
11MM622:32
7723-14-0'
420A Phoncllcs; Totat
Ana"cal Method: EPA420.4
Phenol
0.18 rng1L
0.030
3
1111011610:08
4500 Chloride
Analytical Method: SM 4500-;i-E
Chloride
9.8' mg/L
1.0
1
11/10/18 23:41
46887.00-6
5224D COD
Analytical Method: SM 5220D
Chemical Oxygan Dornand
426 rTlIA
25,0
1
11/11/19 03:30
631013 TOC
A4 of cal Method; SM 6310B
t
Total Drgani❑ Carthbn
90.4 -GA-
5,0
5
11/15/16 10 11
7440-44-0
REPORT OF LABORATORY.ANALYSIS
This report shall not be reproduced, except in full,
Date: 11/2217016 12:52 PM YA(l ,t tho wntten oonaent of Pace Analytical Servkm. LLC, Page 7 of 40

Not
a.�
Water Resources .,
Fa,vironmenial Quality
April 3, 2017
Carl B. Powell
Powell Industries, Inc.
P.O. Box 65
Waynesville, NC 28786
Subject: Closed -Loop Recycle Permit (WQ0015487)
Pond Closure Requirements
Powell Industries, Inc.
Suncrest Chip Mill
Haywood County
Dear Mr. Powell,
s
ROY' COOPER
Governor
MICHAEL S. REGAN
secretary
S. JAY ZIMMERMAN
Director
On January 17, 2017, your legal counsel requested rescission of your current Closed -Loop
Recycle System Permit (WQ4015487) and in the process convert the existing ponds into
stormwater basins.
The purpose of this letter is to inform you of the requirements necessary to close out the
Closed -Loop Recycle System prior to permit rescission. It is important to note that these closure
proceedings will apply to the 0.2-acre upper pond, referred to as the wastewater recycle pond,
and the 0.3-acre pond, referred to as the lower stormwater pond. The lower stormwater pond
is included in these closure proceedings because it was improperly used for the storage of
wastewater and wastewater residuals. The closure requirement for these two ponds will be
based on a Division of Water Resources (DWR) document titled Guidelines for the Closure of
Permitted Wastewater Ponds and Lagoons dated June 22, 2012. A copy of these closure
guidelines is enclosed.
The wastewater recycle pond was originally permitted as a non -discharge system for the
collection of wastewater from the company's wet decking operation, But from its inception, the
wastewater recycle pond was used for the collection of stormwater from the roughly 11-acre
site. Runoff from the chipping mill, log storage yard, maintenance garage area, and access roads
is routed to an open ditch and a number of stormwater drop boxes that discharge directly to
the wastewater recycle pond. Water levels in the wastewater recycle pond were managed by
regularly transferring wastewater to the Rower stormwater pond in direct violation of
WQ0015487 permit conditions. While there is no longer a visible outlet to the pond, DWR
<r - 'Nothings Compares"—__.
State of North Carolina I Environmental Quality i Water Resources
2090 U.S. Highway 70, Swarnaroa, North Carolina 28778
828-296-4500

Carl B. Powell
April 3, 2017
Page 2 of 3
believes that a hydraulic connection exists between the lower stormwater pond and an
adjacent stormwater drain that discharges to Jonathan Creek.
Water samples collected from the wastewater recycle pond by DWR staff and Mountain
Environmental indicate elevated biochemical oxygen demand (BOD), chemical oxygen demand
(COD), total nitrogen, and total phosphorus. In addition, concentrations of toluene, total
phenolic compounds, total suspended solids (TSS), and turbidity exceed the applicable surface
water standards. A copy of the analytical results is enclosed.
Based on these analytical results, the quality of your stormwater would likely exceed the
performance benchmarks (e.g. COD & T.SS) contained in the general stormwater permit. The
presence of toluene, phenolic compounds, nutrients, BOD, and turbidity could prohibit the
permitted discharge to Jonathan Creek, a Class C stream with Trout Water designation. it is
highly recommended that you conduct a site audit with a focus on identifying potential waste
streams as well as opportunities to improve stormwater quality.
As part of the closure process, you will be required to dewater the wastewater recycle pond
and remove all wastewater residuals for proper disposal. Sampling of the wastewater residuals
and the native soils beneath the wastewater recycle pond will also be required, An adequate
number of representative and composite samples should be taken and developed respectively.
You will be required to sample for the following parameters:
• Metals —arsenic, cadmium, calcium, chromium, copper, lead, magnesium, mercury,
molybdenum, nickel, selenium, sodium, and zinc
• Nutrients — ammonia nitrogen, nitrate nitrogen, nitrite nitrogen, TKN, and total
phosphorus
• Total phenolic compounds
• Volatile organic compounds
• Semi -volatile organic compounds
Priorto disposal, the wastewater residuals will likely be stored onsite for some'extended period
of time and therefore will need to be protected (e.g. tarp) against exposure to rainfall and
erosion. Additionally, you will need to provide documentation verifying the proper disposal of
the wastewater residuals. Please be aware that the wastewater residuals cannot be given away
or land applied without a separate permit.
You will also be required to investigate the hydraulic connection between the lower
stormwater pond and an adjacent stormwater drain that discharges to Jonathan Creek. DWR is
willing to assist with this effort. DWR is proposing that water from the wastewater recycle pond
be transferred to the lower stormwater pond and dosed with an appropriately colored tracking
dye. Conceptually, a discharge will be initiated if the water level in the lower stormwater pond
is raised to within 3 feet of the top of the dam. Powell Lumber will be responsible for

El
Carl & Powell
April 3, 2017
Page 3 of 3
transferring the water and DWR will be responsible for dosing the pond with dye and
monitoring the outlet at Jonathan Creek. If a hydraulic connection is confirmed, then the
connection will need to be eliminated before the wastewater recycle permit can be rescinded.
The DWR is interested in being present during the various closure activities. Please keep this
office apprised of your work schedule. More importantly, you will need to contact DWR prior to
transferring any wastewater to the lower stormwater pond. Please do not hesitate to contact
me if you have any additional questions or concerns. I can be reached at (828) 2-96-4681 or
b rett.l ave rty@ n cd e n r, gov.
Sincerely,
Water Quality Regional Operations
Asheville Regional Office
Attached: DWR laboratory data sheets
Pace Analytical laboratory data sheets
Guidelines for the Closure of Permitted Wastewater Ponds and lagoons
cc: ARO nle
ec. Toby Vincent— DEMLR
BethanyGeorgoulias - DEMLR
Stan Aiken - DEMLR
Richard Brooks - DEMLR
David Goodrich —DWR
Max Kimel — Mountain Environmental
Billy Clarke - Roberts & Stevens, P.A,

AC29333 North Carolina Division of Water Resources Water Sciences Section Laboratory Results
Loa Dsaer.:
POWELL LUP41BER4595
JONATHAN CREEK
ROAD, WAYNESMLLE
County:
Haywood
Callactor.
51.AVERTY
Visit][)
p
Region:
ARO
ReporlTo
TARO
Locatian10;
IG44POWELL
River Basin
Jonathan dr ek
Cellecl Data'
06/23/2016
Priorit/
Og UTINe
Emergency
CalleatTime:
ii:06
Samp:eMauix:
SURFACEWATER
COC Yes1N0
Yes
Sarnpfe Depth
N9
Loc. Type:
Stormwator
W 45-r6Wi4Ti5r- 96Gy G 11- tPvM>. Final Report
Sample ID:
AC29333
PO Nurrber#
Date Received.
P o16
Time Received:
oB:2a
Lubworks LoginlD
MS FT
Do livery Method
MC Courier
Fine! Report Date:
6023LIS
Report PrInt Date:
USI12 Mi
!f this report is labeled prelfminary report the results have not been validated. Do not use for Regulatory purposes.
Result!. Units Method Analysis
CAS # Anal te1eNName P9L ualifi r ferenc,e Date valldated by
LAB
Sample temperature at receipt by lab
1.9
'C
W5116
TASCENZ01
NUT
NH3 as N in liquid 0.02
0.05
mg1L as N
EPA 350.1 REV 2 5125116
CGREEN
Nitrate as N in liquid 0.02
0.02 U
mg1L as N
EPA 353.2 REV 21 5f25110
GGRrrN
Nitrite as N in liquid 0.01
0.01 U
mg1L as N
EPA 353.2 REV 2 5/25/18
CGREEN
NO2+NO3 as N in liquid 0,02 0.02 U mg1L as N EPA 353.2 REV 2 5125116 CGRI=EN
Phosphorus total as P in liquid
0.02
0.62
mg1L as P
EPA 355.1-REV 2
W31l16
CGREEN
Total Kjeldahl N as N in liquid
0.2
3.5
m9rLas N
EPA351.2 REV 2
613116
CGREEN
Chemical Oxygen Demand in liquid
20
WET
.230
rnVL
-
Hach 8000
612118
CGREEN
Grease and Oil in liquid
10
10 U,J2
mg1L
EPA 1664.8
5126116
CGREi"N
Bromide
0.4
0.4U
mg1L
EPA 300.0reu2.1
5125115
CGREEN
Chloride
1.0
$•5
mg1L
EPA3D0.0 rev2.1
SI25116
CGREEN
Fluoride
o.A
0.4 U
MO&
EPA 300-0 rev2.1
512511e
CGREEN
Sulfate
2.0
31
ng/L
EPA $00.0 rev2.1
512E118
CGREEN
Phenolics -Total in liquid 10 Soo ugtL EPA 4204 REV 1 6181149 CGREEN
Serrlivolatile Organics (SNAs) in liquid
83.32-9
Acenaphthene
10
Not detected
ugfL
EPA6251827DD
W3116
CJOHNSON
206.95.8
Acenaphthyione
20
Not detected
Ug1L
EPA625182701)
613118
CJOHNWH
82-53.3
Aniline
10
Not detected
LQ&
EPA62518270D
whe
CJMINSON
120.12-7
Anthracene
20
Not detected
WIL
EPAS251827UD
BF3l16
CJOHNSON
benzeneacetic acid
11 N1
ug1L
EPA625182700
613116
CJOHNSON
56-55.3
Benzo(a)anlhracene
20
Not detected
ug1L
EPA62518270❑
813li6
CJOHNSON
50-32-B
Benzo(a)pyrene
10
Not detected
ugn
EPA825ia2700
613116
GJOHNSON
205.89.2
Benzo(b)fluoranthene
10
Not detected
ug1L
EPAS25/82700
SM16
GJOHNSON
161-24-2
Benzo(9,h,)p9ry1ene
20
Not detected
ugrL
EPA82518270D
813116
CJOHNSON
207-08-9
Benzo(k)fluoranthene
30
Not detected
UGJL
EPA925102700
atwm
CJOHNSON
65.a5-o
BBnzoic acid
100
160 P1
L
1 EPA62518270D
6i3116
CJOHNSON
100-51.6
Benzyl alcohol
30
Not detected
ug1L r
EPA52NS2766
813116
CJOHNSON
111.91-1
Bis(2-chloroathoxy)methane
10
Not detected
uglL
EPAS251827CD
613118
CJOHNSON
111-44.4
Bis(2-chloroethyl)ether
10
Not detected
ugJL
EPA52518276D
613116
GJOHNSON
39M-32-9
Bis(2-chloroisopropyl)ether
10
Not detected
ugJL
EPA525IB27DD
613116
CJOHNSON
117-81-7
Bis(2-e1hylhexyl)ph1halate
30
Not detected
UWL
EPA62510270D
6f3/16
CJOHNSON
WSS Chemistry Laboratory>> 1623 Mall Service Center, Raleigh, NC 27699-1623 (919) 733-390B
"Not Detected' or* U" does not Indicate the sample is analyte free but that the analyte is not detected at or above the PQL.
Page 1 of 5

90CrDUV, La6oratorySection 4?ysutis/Sarnpa Comments/Q?mfificrOefsnitims
Sample ID: AC29333
Result/ Method Analysis
''m0 tf
101.55-3
nIiajyin rvuiiIt;
-
Sromophenyl phenyl ether, 4-
��
10
ualifier ,
Not detected
Units
ugTL
Reference
EPA625/8270D
Date
613115
Validated by
CJOHNSON
85-68.7
Butylbenzyl phthalate
10
Not detected
uglL
EPA52518270D
Milli
CJOHNSON
59-50-7
Chloro-3-methyl phenol, 4-
10
Not detected
ugTL
EPA62EV82700
613116
CJOHNSON
1oa-47-B
Chloroanillne, 4-
10
Not detected
u91L
EPA62518270D
813H8
CJOHNSON
91-587
Chloronaphthalene, 2-
10
Not detected
ugTL
EPA625182700
613116
CJOHNSON
95-57-B
Chlorophenyl, 2-
10
Not detected
ugTL
EPA6251827CD
613118
CJOHNSON
7005-72-3
Chlorophenyl phenyl ether, 4-
20
Not detected
ugTL
EPA62518270D
813118
CJOHNSON
218-01-9
Chrysene
20
Not detected
ugTL
EPA6251B27C5
B1311B
CJOHNSON
53-70-3
Dibenzo(a,h)anthracene
20
Not detected
ugTL
EFA62516270D
Will
CJOHNSON
132-84-9
Dibenzofuran
20
Not detected
ugTL
1=PA62616279D
613115
CJOHNSON
95-50-1
DIchlorob6nzene, 1,2-
10
Not detected
ugTL
EPAS2618270D
613118
CJOHNSON
541-73-1
Dichlorobenzene,.1,3
10
Not detected
ugTL
EPA62518270D
61511a
CJOHNSON
106-46-7
Dichlorobenzene, 1,4-
10
Not detected
ugTL
EPAS2518270D
613116
CJOHNSON
91-94-1
Dichlorobenzidine, 3,3'-
30
Not detected
ugTL
EPA82518270D'
Brill ,
CJOHNSON
120-83-2
Dichlorophenol, 2,4-
10
Not detected
uglL
EPA625182701)
&3115
.CJOHNSOH
64-66.2
Diethyl phthalate
20
Not detected
ugTL
EPAS2510270D
Witt
CJOHNSON
131-11-3
Dimethyl phthalate
10
Not detected
ugTL
EPA62518270D
613116
CJOHNSON
105.67-0
❑imethylphenal, 2,4-
10
Not detected
ugTL
EPA62518270D
813115
CJOHNSON
84-74-2
Di-n-butyl phthalate
20
Not detected
691L
EPA62515270D
W16
CJOHNSQM
534'52-1
Oinitro-2-methyl phenol, 416-
50
Not detected
ugTL
EPAKW6270D
613H8
CJOHNSON
51-28-5
Dinitrophenol, 2,4-
50
Not detected J2
uglL
EPA6251B2700
613i16
CJOHNSON
121.14.2
Oinitrotoluene, 2,4-
20
Not detected
ugTL
EPAB25182700
. 613116
CJOHNSON
606-20-2
Dinitrotoluene, 2,6-
10
Not detected
ugTL
EPA625182701)
013116
CJCHNSON
117-04-9
Di-n-octyl phthalate
10
Not detected
uglL
EPA62518270D
613116
CJOHNSON
ethyl phenol
9.0 N7
ugTL
EPA62518270D
013115
CJCHNSON
206-44-0•
••.'Fluoranthene -.:
20
Not detected- °'
uglh ,.._..
EPA62516270D-
B13N6
CJCHNSON
86-737
Fluorene
20
Not detected
ugTL
EPA62518270D
613118
CJCHNSON
118-74-1
Hexachlorobenzene
20
Not detected
ugTL
EPA82518270D
0t3115
CJOHNSON
87-88-3
Hexachlorobutadiene(SV)
10
Not detected
ugTL
EPA62518270D
Mile
CJOHNSON
77-47-4
Hexachlorocyclopen tadlene
10
Not detected
u91L
EPA025182700
W110
CJOHNSON
67-72-1
Hexachloro ethane
10
Not detected
ugTL
EPA62518270D
Brill
CJOHNSON
hydrocinnamic acid
920 N1
ugTL
EPA62SM2700
MM6
CJOHNSON
193-39-5
Indeno(1,2,3-cd)pyrene
20
Not detected
ugTL
EPA625M270D
813118
CJOHNSON
78-59.1
Isophorone
10
Not detected
ugTL
EPA62516270D
6tall6
CJOHNSON
mathyl.pentanoic acid
20 N1
411.
EPAe2515270D
613110
CJOHNSON
methyl phenol
260 141
ugTL
EPA625182700
613116
CJOHNSON
91-57-6
Methyl naphthalene, 2-
10
Not detected
ugTL
EPA82518270D
613118
CJOHNSON
95-48.7
Methylphenol, 2-
10
Not detected
ugTL
EFA62VB270D
mile
CJOHNSON
105-44-5
Methylphenol, 4-
10
Not detected
ugTL
EPA825182700
813118
CJOHNSON
91-20.3
`Naphthalene(SV)
10
Not detected
ugTL
EPA62518270D
613118
CJOHNSON
88-74.4
Nitroaniline, 2-
10
Not detected
ugTL
EPA02518279D
613110
CJOHNSON
99.00-2
Nitroaniline, 3-
50
Not detected
ugTL
EPA625/82700
613116
CJOHNSON
10Q01-6
Nitroaniline,4-
550
Not detected
ugTL
EPAB25182700
613118
CJOHNSON
W83 Chemistry Lsbomtory» 1623 flail Service Center, Raleigh, MC 27699.1G23 [phone]
"Not Detected" er "U" does not indlcalo the sample (s snaiyto free but that th6 anelyte is not detected at or above the POI..
Page 2 of 6

IR
n rD%4R Laboratory SecW n 7Y$0ts/Sarnpfe Comments/QuarfrerOonitions
Sempla IM AC29333
an% Rgsu1#/ Method Analfysis
9-95-3
„E= ,
Nitrobenzene
,
10
ualifier
Not detected
iJnits
u91L
ReferencE
EPA625182701D
Date
613118
validated by
CJOHNSON
88-75.5
Nitrophenol, 2-
10
Not detected
u91L
E?AUV82700
6f3116
CJCHNSON
100-02-7
Nitrophenol, 4-
50
Not detected
ug/L
EPA62518270D
6131113
CJOHNSON
621-64-7
N-nitrosodi-n-propylamine
1C
Not detected
ug/L
EPA625182700
W3116
CJOHNSON
88.30.6
N-nitrosodiphenylamine
10
Not detected
ug1L
EPA82518270D
6/3116
CJOHNSON
87-86.5
Pentachlorophenol
30
Not detected
ug1L
FFAS25182700
8?31t6
CJOHNSON
85-01-8
Ph6nanthrene
20
Not detected
UGIL
EFA625182701)
0/3116
GJOHNSON
108.85.2
phenol
5D
210 P1
ugA-
EPA62518279D
613116
CJOHNSON
phenylvaleric acid
9.6 N1
u01L
EFA525/8270D
813116
CJOHNSON
129.00-0
Pyrene
20
Not detected
ugIL
EPA52518270D
61308
CJOHNSON
120-82-1
Trichlorobonzene, 1,2,4-
10
Not detected
ug1L
EPA625182701)
613116
CJOHNSON
95-95-4
TrichIcrophenol, 2,4,5-
10
Not detected
ug1L
EPAB2518270D
8/3116
CJOHNSOH
88-06-2
Trichiorophenol, 2,4,6-
10
Not detected
u911-
EPA62518270D
613118
CJOHNSON
valeric acid 24 N1 uglL '•EPA62518270D ` c 6r3/16 - GJOHNSON
VOL
Volatile Organics in Ilauid
10643-4 (BDB)1,2-Dibromoethane 1.0 Not detected ug1L EPAS241826CC 5r27116 GJOHNSON
a3C-2o-B 1, 1, 1,2-Teirachloroethane 1.0 Not detected ug1L EPAB241826Ct, 5127116 CJOHNSON
71-55-6
1,1,1-Tdchloroethang
1.0
Not detected
ug1L
EPAS2418260C
5127118
CJOHNSON
79-3445
1,1,2,2-Telrachloroethane
1-0
Not detected
uglL.
EPAB24/8260C
5127116
CJOHNISON
79-00-5
1,1,2-Tdchloroeth2ne
1.0
Not detected
ug1L
EPA52418260C
5127116
CJOHNSON
78-34-3
1,1-Dichloroathane
1.0
Not detected
ug/L
EPA524R1260C
5127116
CJOHNSON
75-35-4
1, 1 -Dichloroethene
1.0
Not detected
ug1L
EPAS2418260C
5127118
CJOHNSON
563-50-6
1,1-Dichloropropene
1.0
Not detected
ug/L
EPA52418260C
5127116
CJOHNSON
87-61-6
1,2,3-Trichlorobenzene
1.0
Nbtdetected
ug/L
EPA52416260C
5121110
CJOHNSON
56-18-4
1,2,3-Trichloroprapane.: -
-. -:.:. . -- .. - 1:0 --
Not detected
ugfL
,EFA5241B260C
M-82-1
1,2,4-Trict ombenzene
1.0
Not detected
uu4-
EPA624182eOC
&V/16
CJOHNSON
95-63-8
1,2,4-Tlirnethylbenzene
1.0
Not detected
U91L
EPA62418260C
5127116
CJOHNSON
M-12-8
1,2-Dibromo-3-Chlorapropane
2.0
Not detected
ug1L
EPAS24182EUC
5127116
CJOHNSON
107-06.2
1,2-Dichloroethane
1.0
Not detected
ug1L
EPA6248280C
5127116
CJOHNSON
78-87-5
1,2-Dichloropropane
1.0
Not detected
ug1L
EPA62418MC
6127116
CJOHNSON
IM67.8
1,3,5-Trim ethyl benzene
1.0
Not detected
ug/l.
E]A52416260C
51127116
CJOHNSON
142-2B-9
1,3-Dichloropropane
1.0
Not detected
ug&
EPA52418280C
5127/16
CJOHNSON
594-20.7
2,2-Dichloropropane
2.0
Not detected
ug/L
EPA624JB260C
V27116
CJOHNSON
95-49-8
2-Chlorotoluene
1.0
Not detected
uUIL
EPA82418280C
5127116
CJOHNSON
105-43.4
4-Chlorotoluerie
1.0
Not detected
ugfL
EPA62410280C
5127116
CJOHNSON
Alkanes
13 N1
ug1L
EPAS241826DC
5127116
CJOHNSON
71-43-2
Benzene
1.D
Not detected
uglL
E?A02418288DC
W27116
CJOHNSOH
108-88-1
Bror11obenmie
1.0
Not detected
u9lL
E?A62418260G
5127116
CJOHNSON
74-97-5
Bromochloromethane
1.0
Not detected
j
E?A62418280C
5/27M
CIOMNSON
75-27-4
Brcmodichlorornethane
1.0
Not detected
UW
E?A824/8280C
5127110
CJOHNSON
15-25-2
Bromoform
2,0
Not detected
.ig/L
EPA62418260C
5/27116
CJOHNSON
74'83-9
Bramomethane
2.0
Not detected
ug/L
EPA62418260C
5/27118
CJOHNSON
WSS Chemistry Laboratory» 1923 Mail Service Center, Raleigh, NC 27699-1623 (319) 7333508
'Not Deteeted- or -u' floes not indicate the sample is analyte free but that the analyse is not de'.Acted as or above the POL
Page 3 of 6

��CrDzi4?- GaboratorySection Tps rts/SampfeCommeass/QualfturrDefniiimu
Sample ID: AC29333
Result/ Method Analysis
58-23.5
n"aL IYGP IiG
Carbon Tetrachloride
r''4"
1.0
of I
Not detected
Units
ug1L
Reference
EPA62418260C
Date
5127116
YaliMated b
CJOHNSON
108-90-7
Chlorobenzene
1.0
Not detected
ugh-
EPA62418260C
5127116
CJOHNSON
75-00-3
Chloroethane
2.0
Not detected
ug1L
EPA02418200C
N27116
CJOHNSON
67-86-3
Chloroform
1.0
Not detected
ug1L
EPA62418260C
5127116
CJCHNSON
74-87-3
Chloromethane
2.0
Not detected
ug1L
EPA62418280C
SY27116
CJOHNSON
158-59.2
cis-1,2-Dichloroethene
1.0
Not detected
ug/L
EPA624f82600
V27116
CJOHNSON
10081-01-5
Cis-1,3-Dichloropropene
2,0
Not detected
ug1L
EPA62418260C
5127116
CJOHNSON
124-40-1
Dibromochloromethane
2.0
Not detected
ug1L
EPA62418260C
5127116
CJOHNSON
74-95-3
Dibromomethane
1.0
Not detected
uglL
EPAS2418260C
6127116
CJOHNSON
75-71-8
Dichlorodifluoromethane
2,0
Not detected
ugA_
EPA824IB260C
5127116
CJOHNSON
Dimethyl sulfide
14 N1
ugA-
EPA,62418260C
5127M6
CJOHNSON
100-41-4
Ethylbenzene
1,0
Not detected
ug1L
I-PA624182BOC
5127116
GJOHNSON
87-68-3
Hexachlorobutadiene
1.0
Not detected
ugfL
EPAS2418280C
5127116
CJOHNSON
98-82-8
tsapropyl'oenzene
1.0
Not detected
u91L
EPA52418260C'
6127116
CJOHNSON
108-38-3
m,p Xylene
2.0
Not detected
ugA-
EPA624182e0C
5127115
-WOHNSON
541-73-1
m-Dichforobenzene (1,3)
1,0
Not detected
u01L
EPA62416260C
5/27116
CJOHNSON
1634-04-4
Methyl Tert-Butyl Ether
1-0
Not detected
ugfL
EPA62d1826CC
5127116
CJOHNSON
75-09-2
Metflylene Chloride
1.0
Not detected
ug1L
EPA62410260C
5127116
CJOHNSON
91-20-3
Naphthalene
2-0
Not detected
ug1L
EPA82418260C
6127116
CJOHNSON
104:51-8
n-Butylbenzene
1.0
Not detected
uglL
EPA62416260C
6121116
CJCHNSON
103-65-1
n-Propylbenzene
1-0
Not detected
ug1L
EPA6241826GC
5127116
CJOHNSON
85-50-1
o-Dichlorobanzene (1,2)
1.0
Not detected
ug1L
EPA02418200C
5127118
CJOHNSON
95-47-6
o-Xylene.
1.0
Not detected
u91L
EPA62418260C
5127116
WOHNSON
106-46-7
p-Dichlorobanzene (1,4)
1.0
Not detected
uglL
EPA62418260C
5/27116
CJOHNSON
99-67-6
p-Isopropyltoluene
1.0
1.6
uglL
EPA52418260C
5/27116
CJOHNSON
1
.Sec-Butylbenzene ::
1:4
Not detected ;.,._..-.'up/L—.-
-EPA62418260C
51271.16-
.,,,CJOHNSON.,;.:..-::-
100-42-5
Styrene
1.0
Not detected
ug1L
EPA52418260C
5127110
CJOHNSON
98-06-e
tert-Butylbenzene
1.0
Not detected
uglL
EPA62418260C
5/27116
CJOHNSON
127-18-4
Tetrachloroethene
1.0
Not detected
ug1L
EPA824/8261012
5127116
CJOHNSON
108.65-3
Toluene
1.0
64
ug1L
EPA6241826010
5/27116
CJOHNSON
156-60-5
trans-1,2-Dichloroethene
1.0
Not detected
ug1L
EPA624182SOC
5127f16
CJOHNSON
10051-02.6
trans-1,3-Dichlof'opropene
2.0
Not detected
ug1L
EPAS241B250C
5127/16
CJCHNSON
79-01-6
Trichloroethene ,
1,0
Not detected
ug1L
EPA62418250C
5f27115
CJOHNSON
75-59-4
Tdchlorofluoromethane
2.0
Not detected
ug1L
EPA6241825aG
5/27/16
CJOHNSON
75-01-4
Vinyl Chloride
2-0
Not detected
ug1L
EPA624M250C
5f27118
WOHNSON
WSS Chemistry Laboratory» 1523 Mail Sorvfce Center, Raleigh, NC 27899-1523 [phone]
"Not Detected' or"U' does not indicate the sample Is analyze free but that the enelyte is not detected at or above the POL.
Page 4 of 6

S1"C41)UJX La6oratorySectiun YZj-rrrltt/Sampft C'omment;%QuraifterDe nsftf,-
Sample ID: Ac28333 -
1, Result! Method AnalyI
,M F. I -RI g yY I-PI,IT.
--- Qualifier Units Ref lance pat® Validated by
sample C13 Manta
4VET; G&G-J2-Estimated-QC did nol meet acceptance criteria-preclesion.
VOL:VOA-N1-esUrnateJ-tentatively k1en55ed by MS library search.
SEMSV42-eslimted-1. analyte failed < LCL in the C►/2.
6EM:sVN1-esrmred4antativefy Iden4fieo by MS €ihrery search,
SEM:81J-P1-elevated POL-dilulion 5x
NOD EQ-WSS-Chem istryJahData Qualifiers
Al The reported value is an average, where at least one result is qualified with a "U". The PQL is used for the qualified result(S) to call
B 1 Coliform-Countable membranes with less than 20 colonies. Reported value is estimated or is a total of the counts on all fitters repor
62 Coliform-Counts from all filters were zero. The value reported is based on the number of colonies per 100 mt that would have been
53 Coliform-Countable membranes with more than 60 or 80 colonies. The value reported is calculated using the count from the smaller
B, Coliform-Filters have counts of both >60 or 80 and <20. Reported value is estimated or is a total of the counts on all filters reported
65 Coliform-Too many colonies were present; too numerous to count (TNTC). TNTC is generally defined as >156 colonies.
136 Coliform-Estimated Value. Blank contamination evident.
B7 Coliform-Many non-eoliferm or non-enteracoccus colonies or interfering nor-coliform or non-enterococcus growth present. In this ec
BB1 MPN-No wells or tubes gave a positive reaction. Value based upon the appropriate MPN Indexand reported as a less than "<" vale
852 MPN-Ali vrelts or tubes gave positive reactions. Value based upon the MPN Index and reported as a greater than 5" value.
C Total residual chlorine was present in sample upon receipt in the laboratory; value is estimated.
G1 BOD-The dissolved oxygen (DO) depletion of the dilution water blank exceeded 0.2 mg/L.
G2 SOD -The bacterial seed controls did not meet the requirement of a DO depletion of at least 2.0 mglL and/or a DO residual of at lea:
G3 UQp-Np..sarnple dilution met:the,requirgMent of a,,DO depletion .,of at.ieast 2.0 mg(L apolof_A.Dd residual of at loci t 1,0 nglL,_.,
G4 BOD-Evidence of toxicity. This is generally characterized by a significant increase in the BOD value as the sample concentration de
G5 SOD -The glucosel glutamic acid standard exceeded the range of 198 t 30.5 mg/L.
06 BOD-The calculated seed correction exceeded the range of 0.6 to 1.0 mg1L.
G7 BOR-Less than 1 mg/L DO remained for all dilutions set- The reported value is an estimated greater than value and Is calculated foi
G8 BOD-Oxygen usage is less than 2 mg/L for all dilutions set. The reported value is an estimated less than value and is calculated for
G9 13OD The DO depletion of the dilution water blank produced a negative value.
J1 Surrogate recovery limits have been exceeded.
J2 The reported value failed to meet the established quality control criteria for either precision or accuracy.
J3 The sample matrix interfered with the ability to make any accurate determination.
J4 The data is questionable because of improper laboratory or field protocols (e.g„ composite sample was collected instead of grab, pl
J5 Temperature limits exceeded (samples frozen or >6°C) during transport or not verifiable (e.g., no temperature blank provided): non-
J6 The laboratory analysis was from an unpreserved or improperly chemically preserved sample. The data may not be accurate.
J7 This qualifier is used to identify analyte concentration exceeding the upper calibration range of the analytical instrument/method. Th
J9 Temperature limits exceeded (samples frozen or>6°C) during storage, the data may not be accurate.
J9 The reported value is determined by a one -point estimation rather than against a regression equation. The estimated concentration
J10 Unidentified peak, estimated value -
ill The reported value is determined by a one -point estimation rather than against a regression equation. The estimated concentration
J12 The calibration verification did not meet the calibration acceptance criterion for field parameters.
M Sample and duplicate results are "out of control". The sample is non-homogenousf(e.g., VOA soil). The reported value is the lower
N1 Presumptive evidence and estimated value. The component has been tentatively identified base on mass spectrat library.
N2 There is an indication that the analyte is present, but quality control requirements for confirmation were not met (i.e., presence of C
N3 This code shall be used if the level is too low to permit accurate quantification, but the estimated concentration is less than the labor
N4 This code shall be used if the level is too low to permit accurate quantification, but the estimated concentration is less than the labor
N5 The component has been tentatively identified based on a retention time standard-
01 Holding time exceeded prior to receipt by lab.
WSS Chemistry Lahoratory» 1623 Mail Service Confer, Raleigh, NC 27699-1623 19191 ""Sue
"Not Detected" or'U" does not Indicate the sample is analyte free but that the analyte is not detected tat or above the PQL.
Page 5of5

nrDWN_ GaSoratoiy,Section �RSsuftf/Sampfe Comments/QuaftjierrDefiieitiatts
Sample ID: AC29333
Result/ Method Analysis
7M Milol�iic �Vl�
Qualifier Units Reference Date Validatec
Q2 Holding time exceeded following receipt by lab.
P Elevated PQL' due to matrix interference and/or sample dilution.
S Not enough sample provided to prepare and/or analyze a method -required matrix spike (MS) and/or matrix spike duplicate (MSD).
U Indicates that the analyte was analyzed for but not detected above the reported practical quantitation limit'. The number value repo
X1 Sample not screened for this compound.
X2 Sampled, but analysis lost or not performed -field error. .
X3 Sampled, but analysis lost or not performed -lab error.
V Indicates the analyte was detected in both the sample and the associated method blank. Note: The value In the blank shall not be s
Y Elevated PQL" due to insufficient sample size,
Z1 Inability to analyze the sample,
Z2 Questions concerning data reliability.
WSS Chemistry Laboratory} 1623 Malt Service Center, Raleigh, NC 27699-1623 [phone]
'Not Detected" or'tr does not Ind4cate the sample is analyte tree but that the analyte is not detected at or above the PQL.
Page 6 of 5

09,
AC29419 North Carolina Division o£'Water Resources 'Water Sciences Section Laboratory Results
Loc. Descr.:
POWELL LUMBER 4606
JONATHAN CREEK RD
County:
116mo
Coiieuwl:
B LAVERTY
V9titlD
Region:
W.9
ReoortTo
ARO
LOWWn ID:
1C44POWFLL PLS
Rtvarll4uin
jonath nCreek
t:011eutDow
0512312018
Prlority
ROUTiNEfCOC
Emer;ency
Collect Time:
19!UB
Sample r0aldw.
SURFACEWATER
COG YesfNo
lu
Sample Depth
Lcr,, type:
5t4rM%4Mter
Final Report
Sample iD:
AC29419
Po Number#
AM
Date Reosived:
0&7412016
Time Received:
09:013
Leburor&a.LoCWD
KJINSSON2
Delivery Method
Harrd delivered
Final Report Date:
n1116
Report Print Date:
WjQE2416
If this report to labeled preliminary report the results have not been validated. Do not use for Regulatory purposes.
Result!
Method
Analysis
CAS # Analyte Name
PQL
ualifier
Units
Reference
D ate
validated by
ARD
BAD, 5-Day in liquid
2.0
95
mgfL
APHAS210D
5/25116
ESTAFFORDI
Residue Suspended in liquid
6.2
34
mg1L
APHA2540-20th
5125116
ESTAFFORDI
Sample temperature at receipt by lab
2.3
°C
5r24119
RHYRD
Total Dissolved Solids in liquid
12
296
—T4VL
APHA254OC-18YH
5127116
ESTAFFORDI
Turbidity
1
44
NTU
APHA2130B•20th
l W25116
E$1AFFORD1
WSS Chemistry Laboratory? 1623 Mall Service Canter, Raleigh, NC 27699-1623 (919) 733-390a
"Not Dalected' o! "U" does not indicate the sample Is analyte free but that the analyta Is not detectSd at ar above the PQL.
Page 1 of 11

AC29332 North Carolina Division, of Water Resources Water Sciences Section Laboratary_Results
-
Lee. Desm:
POWELL L IUMIRER-4695
JONATHAN CREEK ROAD. WAYNESVILLE
County:
Haywood
Collector
13 LAVERTY
Visitla
PL2
Region:
&W
Report To
ARO
Loce0on10:
IC44POWELL
River Basin
Jonathan Creek
Collect Date.
05r23/2016
Priority
ROtiTINE
Emergertcy
Collect Thner -
14_43
Sample Matrix:
.SURPACEWATER
COG Yea1No
X111;
Sample Depth
NA
Loc. Type,
ratormwato
LOWER• S7a,Q0wi-relz 14GO Final Report
Sample ID:
AC29332
PO Number e
Date Received:
0612612016
Timo Received:
9a:20
Labworks LoglnlD
MSWiFT
Delivery Method
NC Courier
Final Report Dale:
6123116
Report Print Date:
071OW016
,r
If this report is labeled preliminary report, the results have not been validated. Do not use for Regulatorypurposes.
Result/ Units Method Analysis
CAS # Analyte Name P L Quallfier Reference Date Validated by
L A13
Sample temperature at receipt by lab
1.6
'C
W25116
TASCENz01
NH3 as N in liquid
0.02
NUT
0.02
mg/Las N
EPA 350.1 REV 2
5125116
CGREEN
Nitrate as N in liquid
0.02
OM U
mglL as N
EPA 353.2 REV 2,
5126116
CGREEN
Nitrite as N in liquid
0.01
0.01 U
mglL as N
EPA 353,2 REV 2
5r25116
CGREEN
N024NO3 as N in liquid
0.02
0.02 U
mglLas N
EPA353.2 REV 2
'S12511s
CGREEN
Phosphorus -total as P in liquid
0.02
0.20
mg/Las P
EPA385.1 REV 2
5131/16
CGREEN
Total Kjeldahl N as N in liquid
0.2
2.0
mg/Las N
EPA351.2 REV 2
W3/16
CGREEN
Chemical Oxygen Demand in liquid.
20
WET
170
mg1L
Hach 800
Wile.
CGREEN
Grease and Oil in liquid
10
10 U,J3
mg1L
EPA 1664_B
5126116
CGREEN
Bromide
0.4
0.4 U
mgA-
EPA 3000 rev2.1
5/25116
CGREEN
Chloride
1.0
8.9
mg1L
EPA 300.0 <e4.1
' 5125116
CGREEN
Fluoride
0.4'
0.4 U
mg1L
EPA300.0 fev21
5125116
CGREEN
SUINte
2.0
5.0
mg1L
EPA 300.0rev2.1
5/25116
CGREEN
Phenolics_Total in liquid
10
420
ugrL
EPA 420.4 REV 1
6/8116
CGREEN
SEPIA
Sernivolatite Organics (BNAs) in liciuid
83-32 9
ACerlap'hthene
10
Not detected J1
ug+L
EPA025132700
a me
CJOHNSON
206-96-8
Acenaphthylene
20
Not detected J1
c9+1.
EPM2516270D
613118
CJOHNSON
92-53-3
Aniline
10
Not detected J1
ugrL
EPA6325182701)
813116
CJOHNSON
120-12-7
Anthracene
20
Not detected J1
uglL
EPAS25182700
613/15
CJOHNSON
berizeneacetic acid
11 N1
uglL
EPA625182700
613116
CJOHNSON
56-55-3
Benzo(a)anthracene
20
Not detected J1
uglL
EPA625182700
619116
CJOHNSON
50-32-8
Benzo(a)pyrene
10
Not detected J1
uglL
EPA625182700
813116
CJOHNSON
2D5-99-2
Senzo(b)fluoranthene
10
Not detected J1
ug1L
EPA025182700
&31`16
CJOHNSON
191-24-2
Benzo(g,hJ)perylene
20.
Not detected J1
uglL
EPA62518270D
W3116
GJOHNSON
207-08-9
Benzo(k)fluoranthene
30
Not detected J1
up[L
EPA925182700
613116
CJOHNSON
65-85-0
Benzoic add
50
68
ug1L
EPA625182700
i
813/16
CJOHNSON
100.51-6
Benzyl alcahal
30
Not detected
LWL
EPAe2516270D
r
613ne
WOHNSON
111-91-1
Bis(2-chloroelhoxy)rrletharle
10
Not detected Ji
ug1L
=. EPA62SIS270D
OrM16
CJOHNSON
111-14-4
Bis(2-chloroethyl)ether
10
Not detected J1
UWL
EPAe25182700
are/1e
WOHNSON
39536-32-9
Bis{2-chloroisopropyl)ether
11)
Not detected J1
uglL
EPA62518270D
613116
CJOHNSON
117-81-7
Bis(2-ethylh exyl)phthal ate
30
Not detected J1
ug1L
EPA6251827DD
We
CJOHNSON
WSS Chemistry Laboratorp;> 1023 Mall Service Center, Raleigh, NC 27699-1623 [phone]
"Not Detected' or "tl' dees not indicate the sample is shalyte tree but that the analyte is not detected at or above the POL.
Page I of 6

.JVar Vk,X La6orat&y3c .. ftsurts/Samp(e t ammrnts/Qrinlifrer0efrnaiow
Sample [D; AC29332
r,,,, Result/ Method Analysis
-- --
17i-55.3
'"' 'LUsI&E.
Brornophenyi phenyl ether, 4-
10
Qualifier
Not detected Ji
Units
ugfL
Reference
EPA825182700
Date
613116
Valydated by
CJOHNSON
85-8a-7
l3utylbenzyl phthalate
10
Not detected J1
ug/L
EPA62518270D
613116
CJOHNSON
58-501
Chloro-3-methyl phenol, 4-
1 D
Not detected
ugrL
EPA625182700
813116
CJOHNSON
IN-47-8
Chloroanitine, 4-
10
Not detected J7
U9rL
EPA62518270D
613116
CJOHNSON
91.58-7
Chloronaphthalene, 2-
10
Not detected Ji
ugfL
EPA62516270D
61311a
CJOHNSON
95.57.8
Chiorophenol, 2-
10
Not detected
ug/L
EPA62518270D
613116
CJOHNSON
7005-72.3
Chlorophenyl phenyl ether, 4-
20
Not detected J1
ugrL
EPA62518270D
613116
CJOHNSON
210-01-9
Chrysene
20
Not detected A
ugfL
EPAe2518270D
613/16
CJOHNSON
52-70.3
Dibenz0(a,h)anthfacene
20
Not detected J1
ugfL
EPA62518270D
613116
CJOHNSON
132.84 9
Dibenzofuran
20
Not detected J1
- ugfL
rEPA025182700
613118
CJOHNSON
9:-50.1
Dichlorobenzene, 1,2-
10
Not detected J1
ugfL
EPAS25/827013
613116
CJOHNSON
E41.73-1
Dichlorobenzene, 1,3
10
Not detected J1
ugrL
EPA825182700
613116
CJOHNSON
106.48.7
Dichlorobenzane, 1,4-
10
Not detected J1
ugfL
EPA625f8270D
6f311e
CJOHNSON
91-94.1
Dichlorobenzidine, 3,3'-
30
Not detected J1
ug/L
EPA62518270D
613110
CJOHNSON
120-83.7
Dichlorophenol, 2,4-
10
Not detected
ugrL
EPA6251627oD
813110
.CJOHNSON
84-66.2
Diethyl phthalate
20
Not detected J1
ug/L
EPAS2518270D
6f3116
CJOHNSON
131-11-3
Dimtathyl phthalate
10
Not detected J1
ugil-
EPA62518270D
813116
CJOHNSON
105-67-9
Dimethyiphenol, 2,4-
10
Not detected
ug/L
EPAe2518270D
W3116
CJOHNSON
64.74.2
Di-n-butyl phthalate
20
Not detected J1
ugfL
EPA62513270D
613/1e
CJOHNSON
534-52-1
Dinitro-2-methyl phenol, 4,6-
50
Not detected
ug/L
EPA625MWOD
W3116
CJOHNSON
51-2"
Dinitrophenol, 2,4-
50
Not detected J2
ug/L
EPA62518270D
W3116
CJOHNSON
121.14-2
Dinitrotoluene, 2,4-
20
Not detected A
ugfL
EPA52518270D
W3116
CJOHNSON
606-4.2
Dinitrotoluene, 2,6-
10
Not detected J7
uglL
EPA62513270D
W/16
CJOHNSON
117.64.0
Di-n-octyt phthalate
10
Not detected Ji
ug/L
EPA62516270D
613r16
CJOHNSON
206.44-0
k=luoranthene
20
Not detected J1
uOtL
EPAS25162700
613116
CJOHNSON
88.73-7-:
. f=luDrene' - --
2C
Not detected J1
:.ugrL
C•PA62518270D
013/16
CJOHNSON
110.74-1
Hexachlorobenzene
20
Not detected A
ugrL
EPA62518270D
613/16
CJOHNSON
87.68.3
Hexachlorobutadiene(SV)
10
Not detected J1
ugrL
EPA625182700
013116
CJOHNSON
77-47-4
Hexachlorocydepentadiene
10
Not detected J1
ug/L
EPA825/5270D
6/3116
CJOHNSON
67-72-1
Hexachteroethane
10
Not detected A
u211.
EPA62510270D
M116
WCHNSON
hydrocinnamlc acid
620 NI
LVL
EPA625J8270D
913/16
CJOHNSON
193-39-5
lndeno(1,2,3Cd)pyrene
20
Not detected J1
ugfL
EPA62518270D
613n6
CJOHNSON
76.59-1
Isophorone
10
Not detected Ji
ugfL
EPA625/8270D
6016
CJOHNSON
methyl pentanolc,add
14 Ni
ug/i
EPAS25182700
613110
CJOHNSON
81-57.6
Methylnaphtha lene, 2-
10
Not detected Ji
ug/L
EPA525/62700
613116
CJOHNSON
methylphenDl
130 N1
ugfL
EFIAB2518270D
013116
CJOHNSON
95-48.7
Methylphenol, 2-
10
Not detected
091L
EPA625t82700
6/3116
CJOHNSON
106.44-$
Methylphenol, 4-
10
Not detected
ugfL
EPA625182700
613r1e
CJOHNSON
a1-2o-3
Naphthalene(SV)
10
Not detected A
ugfL
EPA625/8270D
6131116
CJOHNSON
88-74-4
Nitroaniline, 2-
10�
Not detected Ji
ug/L
EPA625/8270D
613116
CJOHNSON
9e-09 2
Nitroantline, 3-
50
Not detected J1
ugrL
EPA625/8270D
013116
CJOHNSON
100•D1-6
Nitroanitlne, 4-
50
Not detected J1
ug/L
EPA625/82700
6f3116
CJOHNSON
88-95-3
Nitrobenzene
10
Not detected J1
ugfL
EPA625RMO
613116
GJOHNSON
WSS Chemistry Lahoraiory» 1623 Mai[ Service Center, Raleigh, NC 27629-1623 [phone]
"Nat De:ectad" or "U" does not indicate the sample is aneWe free bat that the analyte is net detected at or atove We POL
Page 2 of 6

5M1 VAK La6oratorySectionTpsuCts/Sample Commen ts/Quaiflar4Jefdnitirnu
Sample ID: A029332
Methad
Analysis
CAS #
Analyte NameResult/
PQL
ualifier
Units
Reference
Date
Validated by
88 75-5
Nitrophenol, 2-
10
Not detected
ugfL
EPA82516270D
613116
CJOHNSON
100-02-7
Nitrophenol, 4-
50
Not detected
ugfL
EPA625182741)
6/3J16
CJOHNSON
621-64-7
N-nitrosodi-n-propylamine
10
Not detected J7
ug/L
EPA62518270D
613/16
WOHNSON
86-30.6
N-nitrosodiphenylamine
10
Not detected J1
ugfL
EPA32518279D
613/10
CJOHNSON
87-88.5
Pentachlorophenol'
30
Not detected
ugfL
EPA62518270D
613/16
CJOHNSON
85-01-8
Phenanlhrene
20
Not detected J1
ug/L
EPA92518270❑
wWl6
CJOHNSON
108-95.2
Phenol
10
110
ugfL
EPA625162701)
613116
GJOHNSON
129-00-0
Pyrene
20
Not detected J1
ugfL
EPA32518270❑
013118
CJOHNSON
120-82A
Trichlorobenzene, 1,2,4-
10
Not detected J1
ug/L
EPA62518270D
6/3/16
CJOHNSON
95-95-4
Trichlorophenol, 2,4,5-
10
Not detected
ugfL
EPA62516270D
613/16
CJOHNSON
Be-08-2
Triohlorophenol, 2,4,6-
10
_Not detected
u911.
EPAS2518270D
$15/16
CJOHNSON
Valeric acid
12 N1
uglL
EPA6251e27oD
6/3116
CJOHNSON
106-83-4
(EDB)1,2-Dibromoethane
VOL
Volatile Or anics in liquid
1.0 Not detected
ugfL
EPA6241826oC
.I 5/27110
CJOHNSON
630-20-6
1,1,1,2-Tetraehloroethane
1.0
Not detected
ugfL
EPA624M260C
5127116
CJOHNSON
71-55-8
1,1,1-Trichloroethane
1.0
Not detected
ugfL
EPA524MINC
5127118
CJOHNSON
79-34-5
1,1,2,2-Tetrachtoroethane
1.0
Not detected
ugfL
EPAS2418260C
5127116
CJOHNSON
79-0�5
1,1,2-T6chloroethane
1.0
Not detected
ugfL
EPA5241B260C
5/27116
CJOHNSON
75-34-3
1,1-Dichloroethane
1.0
Not detected
ugfL
EPA62418260C
5127116
CJOHNSON
75-35-4
1,1-1.3ichloroethene
1.0
Not detected
ugfL
EPA52418260C
5127116
CJOHNSON
583-50-8
1,1-Dichloropropene
1.0
Not detected
ug/L
EPA52V8286C
5/27/16
CJOHNSON
87-61-6
1,2,3-Trichlorobenzene
1.0
Not detected
ugfL
EPA6241B26a0
5127/16
CJOHNSON
95-18-4
1,2,3-Tdchloropropane
1.0
Not detected
ug/L
EPAB2418260C
5/27/16
CJOHNSON
120.52.1
1,2,4-Trichlorobenzene
1.0
Not detected
ugfL
EPA62418260C
5127116
CJOHNSON
95.63-6
.1,2,4-Trim ethyl benzene .. ..
Not detected -
ugrL
EpAs241B26aC.--
5127116.....,...CJOH,450N...,.::
96-12-6
1,2-Dibromo_3-Chloropropane
2.0
Not doteated
u91L
ERA624/8260C
5/27/16
CJOHNSON
107-06-2
1,2-Dichloroethane
1.0
Not detected
ugfL
6PA624/82BOC
5l27116
CJOHNSON
78-87-5
1,2-Dichloropropane
1.0
Notdetected
ug/L
EPAS2418260C
5127116
CJOHNSON
108-67-6
1,3,5-Trimethylbenzene
1.0
Not detected
ug/L
EPA6241a260C
512711E
CJOHNSON
142-28-9
1,3-Dichloropropane
1.0
Not detected
ugfL
EPA6241S26aC
5127110
CJOHNSON
594-20-7
2,2-Dichloropropane
2.0
Not detected
ugfL
EPA62418260C
5127116
CJOHNSON
95.49-5
2-Chlorotoluens
1.0
Not detected
ugfL
EPA02415260C
512V16
CJOHNSON
106-43-4
4-Chlorotoluene
1.0
Not detected
ugfL
EPA62418260C
5127116
CJOFOISON
71.43-2
Benzene
1.0
Not detected
ug/L
EPAt1241a2eaC
5/271.16-
CJOHNSON
10"s-1
Bromobenzene
1.0
Not detected
ug/L
EPA62418260C
5127116
CJOHNSON
74-97.5
Bromochloromethane
1.0
Not detected
u911-
EPA62418284C
V27116
CJOHNSON
75-27-4
Bromodichlaromethane
1.0
Not detected
ugfL
EPA6241i3260C
512711E
CJOHNSON
75-25.2
Bromoform
2.0
Not detected
ugfL
EPAB2418260C
5127118
CJOHNSON
74-83-9
Brornamethane
2.0
Not detected
ugfL
EPA62418260C
5127/16
CJOHNSON
58.23-5
Carbon Tetrachloride
1.0
Not date cted
ugfL
EPAe241a260C
5127118
CJOHNSON-
108.90-7
Chlorobenzene
1.0
Not detected
ugfL
EPAS2418260C
5/27116
CJOHNSON
75.00-3
Chloroelhane
2.0
Not detected
ugfL
EPA82418280C
5127116
CJOHNSON
WSS Chemistry Laboratory» 1623 Mall Service Canter, Raleigh, NC 27699A 623 (9191733.3908
"Not 0etacied" or"U" does not Indicate the sample is analyte free but that the onaiyte is not detected ut or above the PQL.
Page 3 of 6

NC(DU4�,CabaratorySectOnftrurts/SampreC'ovnmeiits/Quafii rEefinitions
Sample Ian AC29332
i+wc is ❑nj Resul / Method Anq!ysLjs
--Qualifier
Units
Reference
Date
Validated by
67-66-3 Chloroform
1.0 Not detected
ug1L
EPA62418260C
5127116
CJOHNSCN
74-87-3 Chloromethane
2.0 Not detected
ugtL
EPA624 6260C
5127MO
CJOHNSCN
156-59-2 C.is-1,20chloroethene
1.0 Not detected
ug1L
EPA62419260C
5127116
CJOHNSCN
10061-01-5
ds.1,3-Dichloropropens•
2.0
Not detected
ug1L
EPA8241MOC
6127118
OJOHNSON
124-48-1
Dibromochloromethane
2.0
Not detected
ug1L
hPA824182600
5127/15
CJOHNSON
74.95,3
Dibromomethaite
1.0
Not detected
ug1L
EPA62418260C
tV27fI6
GJOHNSON
75-71-6
DIChlarod ifluotomethane
2.0
Not detected
ugfL
EPA62418260C
5127116
OJOHNSOH
100-41-4
Ethylbenzene
1.0
Not detected
ug1L
EPA62418260C
5127116
CJOHNSON
87-68-3
Hexechlorobutadiene
1.0
Not detected
ug1L
EPA624J8260C
5127116
C..'OHNSON
98-82-5
Isopropylbenzene
1.0
Not detected
ug1L
EPA624MAOC�
5127116
CJOHNSON
10a-38-3
rn,p-Xylene
2.0
Not detected
ugfu
EPA62418260C
5127110
CJOHNSON
541.73.1
m-Dichlorobenzene (1,3)
1.0
Not detected
ug1L
EPA82418290C
5127116
CJOHNSON
1634-04-4
Methyl Tent -Butyl Ether
1.0
Not detected
ugP---
EPA62418280C
5127f16
CJOHNSON
75-09-2
Methylene Chloride
1-0
Not detected
ug1L
-
EPA624M260C '
- -
51271-16
CJOHNSON
91-20-3
Naphthalene
2.0
Not detected
ug1L
EPA82419260C
l aw'm8
CJOHNSON
104.51-8
ri-Butylbenzene
1-0
Not detected
ugf_
EPA62418260C
527119
CJOHNSON
103-65-1
ri-Propylbenzene
1,0
Not detected
ugrf_
EPA62418260C
5127fi6
CJOHNSON
95.50-1
o-Dichlorobenzene (1,2)
1.0
Not detected
ugfL
EPA62418260C
5/27116
CJOHNSON
95.47-6
p-Xylene
1.0
--Not
Not detected
uglL
EFA82418250C
5f27116
CJOHNSON
106-46-7
p-Dichlarobenzene (1,4)
1.0
detected
uglL
EPA624f8200C
5127119
CJOHNSON
9g-87-6
p-l6opropyltoluene
1.0
0.92 N3
ugrL
EPA62418260C
5127116
CJOHNSOH
135-98-8
sec-Butylbenzene
1'.0
Not detected
uglL
CPA624f8250C
. E27116
CJOHNSON
-100-42.5
Styrene .
1.0
Not detected
u91L
EPA62418260C
5127116
CJOHNSON
98-06-8
tart-Butylbenzene
1.0
Not detected
ug1L
EPA624WISOC
5127116
CJOHNSON
127-18-4
Te3trachlornethene
1.0
Not detected
ug1L
EPA624182600
5127116
CJOHNSON
10886`3• ..TOIUene
..: ... .......
:-1-0-_:,.
,..:-.-: 44:-
ujgfL-- _
EPA82418260C ..
W27M3-
.-.,CJOIAN5obt_....;.._ ...
156 60 5
trans-1,2-0ichloraethene
1.0
Not detected
>WL
EPA62418260C
5127r16
CJOHNSON
10081-02-6
trans- 1,3-Dichloropropene
2.0
Not detected
ug1L
EPA62418260C
$27116
. CJOHNSON
79-01-6
Trichloroofhene
1.0
Not detected
ugt-
EPA62410260C
5127116
CJOHNSON
75.60-4
Trichlorofluoromethane
2.0
Not detected
ug1L
EPA62418260C
5727116
CJOHNSON
75-01.4
Vinyl Chloride
2.0
Not detected
u91L
EPA624182800
:127119
CJOHNSON
WSS Chamtatey Laboratory»'1623 Mail Service Conlar, Raleigh, NC 27699-1623 (1B19)733-3908
"Nal Detected" or' U" does not indicate the sample in analyte free but 0 a' the analyte is not detected at or above the PQL.
Page 4 0,16

M ill ail—
VC 01WX Caborall Section lRgsu1rs/Same6 CommentS1QyaUjier1Deflnftiwu "
Sample ID: ACZ9332
Result/ Method Analysis
" Qualifier Units Reference Date Validatedby
Sar to Comment?.
VVl QSQ-J3-Estlmaled-Li=M recovery was 59% due to matrix interference.
V0L:V0A-N3-e9Nrna:ed-level too tow to pormltaccurate qualification;
concentration is less than the laboratory PQL ilmit and greater than the
laboratory MDL.
SEWSV-J2-estimated-1 analyte failed e LGL in the CV2.
SEM:SV-Ji-estimated-surrogate < LGL.
SEM:SV-Nt-estimated-tentaliveiy identified by Ms library search.
NCDEQ-YOiSS-Chemistry Lab Data Qualifiers
Al The reported value is an average, where at least one result is qualified with a "U". The PQL is used for the qualified result(S) to call
B1 CoHl'orm-Countable membranes with less than 20 colonies. Reported value is estimated or is a total of the counts on all fillers repor
B2 Coliform-Counts from all filters were zero. The value reported is based on the number of colonies per 100 ml that would have been
B3 Coliform-Countable membranes with more than 60 or 80 colonies. The value reported is calculated using the count from the smalle
B4 Coliform-Filters have counts of both >60 or 80 and <20. Reported value is estimated or is a total of the counts on all filters reported
B5 Coliform-Too many colonies were present; too numerous to count (TNTC). TNTC is generally defined as >150 colonies.
B6 Coliform- Estimated Value. Blank contamination evident.
87 Coliform-Many non-coliform or non-enterococcus colonies or interfering non-coliforrn or non-enterococcus growth present. In this a
BB1 MPN-No wells or tubes gave a positive reaction. Value based upon the appropriate MPN Index and reported as a less than °<" valu
BB2 MPN-All wells or tubes gave positive reactions, value based upon the MPN Index and reported as a greater than ">" value.
C Total residual chlorine was present in sample upon receipt in the laboratory; value is estimated.
G1 BOD-The dissolved oxygen (DO) depletion of the dilution water blank exceeded 0.2 mg/L.
G2 BOO -The bacterial seed controls did not meet the requirement of a DO depletion of at least 2.0 rng/L and/or a DO residual of at lea:
G - ._,.,_BjQD-No.4amp1e dilution met the requirertlent of,a,p0 depletiort,of al.(east,�.Q _rnglLppglgr...p DO residual of at least;1.0_mglL.,
G4 BOD-Evidence of toxicity. This is generally characterized by a significant increase in the SOD value as the sample concentration de
G5 BOD-The glucose/ glutamic acid standard exceeded the range of.198 t 30.5 mg1L.
G6 BOD-The calculated seed correction exceeded the range of 0.6 to 1.0 mg/L.
G7 BOU-Less than 1 mg/L DO remained for all dilutions set. The reported value is an estimated greater than value and is calculated fo!
G8 BOD-Oxygen usage is less than 2 mgll_ for all dilutions set. The reported value is an estimated less than value and is calculated for
G9 BOO The DO depletion of the dilution water blank produced a negative value.
J1 Surrogate recovery limits have been exceeded.
J2 The reported value failed to meet the established quality control criteria for either precision or accuracy.
J3 The sample matrix interfered with the ability to make any accurate determination.
J4 The data is questionable because of improper laboratory or field protocols (e.g., composite sample was collected instead of grab, pi
J5 Temperature limits exceeded (samples frozen or >6'C) during transport or not verifiable (e.g., no temperature blank provided): non-
J5 Time laboratory analysis vras from an unpreserved or improperly chemically preserved sample. The data may not be accurate.
J7 This qualifier is used to identify analyte concentration exceeding the upper calibration range of the analytical instrument/method. Th
J8 Temperature limits exceeded (samples frozen or >6°C) during storage, the data may not be accurate.
J9 The reported value is determined by a one -point estimation rather than against a regression equation. The estimated concentration
J10 Unidentified peak; estimated value.
ill The reported value is determined by a one -point estimation rather than against a regression equation. The estimated concentration
J12 The calibration verification did not meet the calibration acceptance criterion for field parameters.
M Sample and duplicate results are "out of control". The sample is non -homogenous l{e.g", VOA soil). The reported value is the lower
N1 Presumptive evidence and estimated value" The component has been tentatively identified base on mass spectral library.
N2 There is an indication that the analyte is present, but quality control requirements for confirmation were not met (i.e.. presence of e
N3 This code shall be used if the level is too low to permit accurate quantification, but the estimated concentration is less than the Iabo
N4 This code shall be used if the level is too low to permit accurate quantification, but the estimated concentration is less than the labol
N5 The component has been tentatively identified based on a retention time standard.
Ql Holding time exceeded prior to receipt by lab.
WSS chemistry Laboratorllil 1023 Mail Service Center, Raleigh, NC 27699-1623 [phone]
'Not Detected" or "U" does not lndicafe the sample is analyte rice but that the analyte is not detected at or above the PQL.
Page 5 of 6

A
NC ED'M( Gagora tory,Sectioa P4suCts/Samph Comments/QuaFtfwrrDefinitirn+s
Sample ID: AC29332
Result/ Method Anaiysis --
uunnuc� Ungs ndicsicsiic.0 IJalq — - �•-
02 Holding time exceeded following receipt by lab.
P Elevated PQL` due to matrix interference and/or sample dilution.
S Not enough sample provided to prepare and/or analyze a method -required matrix spike (MS)and/or matrix spike duplicate (MSQ).
U Indicates that the analyte was analyzed for but not detected above the reported practical quantitation limit`. The number value repo
X1 Sample not screened far this compound,
X2 Sampled, but analysis lost or not performed -field error.
X3 Sampled, but analysis lostor not performed -lab error.
V Indicates the analyte was detected in both the sample and the associated method blank. Note: The value in the blank shall not be s
Y Elevated PQL" due to insufficient sample size.
Z1 Inability to analyze the sample.
Z2 Queskions concerning data reliability.
NlSS Chemistry Laboratory>> 1623 Mall Service Center, Raleigh, NC 27690.1623 1019) 733-3908
'Not Detected' or'U' does no; indicate tha sample Is anmtyte free but that the analyte is not detected at or above the PQL.
Page 6 of 6

AC29418 North Carolina Division of Water Resources Water Sciences Section Laboratory Results
Loc. Des cr :
POWELL LUMBER 4596 JONATHAN CRFEK
RDL
County:
HAYWOOD
Collector:
a LAVERTY Vialtr)
Reglorr
ARC)
Report To
ARO Location 10:
1C44POWELL PI-2
River Basin
Jonathan Creak
Collect Date_
0612312016 Priority
ROUTINEICOC
Frnergency
Collect Tlme:
14_43 Sample MaIrk
SURFACEWATER
COC Yes1No
YES
Sample Depth
Lac. Type:
Stormwater
Final Report
Sample ID:
AC29418
PO Numbers!
ARC)
Data Received:
p612412016
Time Received:
M00
Labwoft LoginlD
K.IIMlSON2
nallvery Method
H-Pnd-Alivergsl
Final Report Date:
711116
Report Print Hale:
0710612016
!f this report is labeled preliminary report, the results have not been valldated. Do not use for Regulatory purposes.
Result!
Method
Analysis
CAS # Analyte !Name
PSG L
ualifier
knits
Reference
Date
validated by
ARO
BOO, 5-Day in liquid
2.0
120
mg1L
APHA5210B
5125/16
ESTAFFORDI
Residue —Suspended in liquid
6.2
64
mglL
APHA25400-201h
51'28116
ESTAFFORD1
Sample temperature at receipt by lab
2.3
T
5f2VI6
RBYRD
Total Dissolved Solids in liquid
12
245
mg1L
APHA2540C-1t}TH
5127l16
ESTAFFORD1
Turbidity
1
43
NTU
APHA2130B-20th
l 5125116
'ESTAFFORV1
WSS ChemLatry Laboratory» 1623 Mail Service Center, Raleigh, NC 27699-1623 (919) 7333908
"Not Detected^ or "U" does not indicate the sample is anelyte free but that the analyte is not detected at or above the PQL.
Page 1 of 1

9
Pace Analytical Services, L;_C
2225 Rivcraide Dr.
Ashoville, NC 28804
(82B)254-7179
W AS7-EW4-7jPL ' • , "-
.
ANALYTICAL RESULTS
Project: Powell6-PIV-1A
Pace Project No.: 92318984
Sample: POND
Lab ID: 92318984001 Collected: 11/08116 13:00 Received: 1030116 15:10 Matrk Water
Parameters
Results
Uniis Report Limit IMF
Prepared
Analyzed
CAS No. Qua]
8081 GCS Pesticides, TCLP
Analytical Method: EPA 8081 Preparation Melhod: EPA
3510
Leachate Methoc!081e:
EPA 1311; 11111/16 16:40
gamma-BHC (Lindane)
NO
uglL 0.60 1
11/15116 09-22
11116116 21:08
58-89.9
Chlordane (Technical)
NO
ug/L 3.0 1
11115116 0922
11/16/16 21:118.
57-74-9
Endrin
NO
ug/L 0.50 1
11115/16 09:22
11/16116 21:08
72-20.8
Heptachlor
NO
ug1L 0,60 1
11115116 09:22
11/16/16 21:08
76-44-8
Heptachlor epoxide
NO
ug1L 0.60 1
11115116 09:22
11/16/16 21:08
1024-•57-3
Methoxychlor
NO
ug1L 1000 1
11115116 09:22
y11/.16MB 21:08
72-43.5
toxaphene
NO
ug1L 3:0 1
1111511609:22..11/16/1621A818001-35-2
Surrogates
Decachlorobiphenyl (S)
49
% 10.138 1
11/15116 0932
11/16116 21:08
2051-24-3
Tetrachloro-m-xytene (S)
W
% 10-110 1
11115116 09:22
11/16116 21:08
677-09-8
8151 Chtorinata Herbicide TCLP
Analytical Method: EPA8151 Preparation McRiod: EPA3510
2.4-0
ND
mg1L 0.010 1
11/17116 08:50
11/19116 01:55
94-75-7 L3,t;40
2,4,5-TP (Sifvex)
NO
MA 0.010 1
11/17/16 08:50
11/19116 01:55
93-72-1
Surrogates
2,4-DCAA(S)
404
% 39-139 1
1111711008:50
1111911601:55
19719.28-9.
6010 PAET ICP, TCLP
Analytical Method: EPA 6010 Preparation Method: EPA 3010A
Leachate Method/Date: EPA 1311; 11/09116 15:30 Initial pH: 2.4; Final pH: 2.4
Arsenic
ND
mg1L 0,050 1
11/1011B 17.48
11/11/16 11:14
7440-38.2.
Barium
NO
mg1L 0.25 1
11110/1617,48
1111111611:14
7440-39-3
Cadmium
NO
mg/L 0.0050 1
11/1011617:48
11111/1611:14
7440-43-9
Chromium : - .-::--.
-::: , ND
-.: • - : mg1L - .0.050 1
—11/10116 17:48
.111111,16 11:14
-7440-47.3 =- -.:-• - :.- : --: -
Lead
NO
mg/L 0,025 1
1111011617:46
1111111611:14
7439-02-1
Selenium
NO
mg1L 0.1D 1
1V10/1617:48
W1111611714
7782-49-2
Silver
NO
rng1L 0.025 1
11110111617:48
1i111/1611:14
7440.22-4
6010 MET ICP
Ana]yt'Ical Method: EPA6010 Preparallon Method: EPA3010A
Calcium.
28300
ug1L 100 1
11110M6 19:05
11112116 00:42
7440-70-2
Magnesium
9870
ug/L 100 1
1111011E 19:05
11/12116 00:42
7439-95:4
Sodium
5920
ugR 6000 1
11110116 19:05
11/12116 00:42
7440-23.5
Sodium Adsorption Ratio, SAR
Analytical Method: EPA 6010
Sodium Adsorption Ral]o
0.23
meg1L 1
11/15116 08:54.
N2
7470 Mercury, TCLP
Analytical Method: EPA 7470 Preparation Method: EPA 7470
Leachate Method/Date:
EPA 1311. 1110911E 18:30 Initial pH: 2.4; Final pH: 2.4
Mercury
NO
mg/L 0.00020 1
11/11116 07:36
11/1111616:16
7439.97-6
8270 MSSV TCLP Sep Funnel
Analytical Method: EPA8270 Preparation Method: EPA 3510
Leachate MelhodlDate:
EPA 1311; 11111116 16:00
1,4-❑ichlorobenzene
NO
ug1L 50.0 1
11f1511608:00
1111511615:12
106-40.7
2,4-Dinit-otniusne
NO
ug1L 50.0 1
11/1511608;00
1111511615:12
121.14.2
Haxachloro-1,3-butadiene
ND
uglL 50:0 1
1111511608:DD
11115A815:12
87-68-3
Hexachlorobenzene
ND
uglL 50.0 1
1111511608:OD
1V1511615A2
118.74-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full.
Date: 11/22120-16 12:52 PM without the written Consent of Pace Analytical Services. LLC. Page 4 of 40

www.yeaejtrfjs caPf,
ANALYTICAL RESULTS
Pace Anaiyticai Service$, LLC
2225 Riverside Or,
Ashevilie, NC 26804
(928)254-717s
Project: Powell6-P1101-1A
Pace Project No.: 92318984 .
Sample: POND Lab ID: 92318984001 Col[orted: 11/08/16 13:00 Received: 11108115 15:10 Matrix: Water
Parameters
Results
Units
Report Limit
DF
Prepared
Analyzed
CAS No. Qual
8270 MSSV TCLP Sep Funnel
Analytical Method: EPA8270 Preparation Method:
EPA3510
Leachate Method/Date:
EPA 1311; 11/11/16 16:00
Flexachloroethane
ND
ug1L
50.0
1
11/15/16 08:00
11115/16 15:12
67-72-1
2-Methylphenol(o-Cresol)
ND
uglL
50.0
1
11/16/16 08:00
11/15/16 15:12
95-48-7
334-Methylphennl(m&p Cresol)
ND
ug1L
50.0
1
11115/16 08:00
11/15116 15:12
Nitrobenzene
NO
ug1L
54.0
1
11115116 08:00
11115/16 15:12
98-95-3
Pentachloroplhenol
NO
ug1L
100
1
11115/16 08:00
11115116 15:12
87-86-5
Pyridine •
ND
ug1L
60.0
1
11/15/16 08:00,
11115116-15:12
110-86-1
2,4,5-Trichlorophe,iol
ND
ug/L
50.0
1
11/15/16 08:00
11/15116 15:121
95-95-4.
2,4,6-Trichlorophenol
ND
uglL
50.0
1
11/15/16 08:00
11/15116 15:12
88-06-2
Surrogates
Nitrohen7ene-d5(S)
65
%
12-102
1
lV1511608:00
1111511615:12
4165.60-0
2-Fluorobiphenyl (S)
57
%
13-107
1
11/15116 08:00
11/15116 15:12
321-60.8
Terphenyl-04 (S)
77
%
21-132
1
11/15/16 08:00
11115/16 15:12
1718-51-0
Phenol-d6 (S)
30
%
10-110
1
11/15/16 08:00
1111,9116 15:12
13127-88-3
,'2-Fluarophenol (S)
39
%
10-110
1
14115116 08:00
11/15/16 15:12
307-12-4
2,4,6-Tribromophenol (S)
75
%
27-108
1
11115M6 08:00
11/15116 15:12
118-79-6
8260 MSV TCLP Analytical Method: EPA 6260 Leachaie Melhod/Date: EPA 1311; 11/11/10 08:21
Benzene
ND
uglL
100
20
1111411U 16:49
71-43-2
2-Butanone (MEK).
ND
ug1L
200
20
1111411616:49
78-93-3
Carbon tetrachlorlde
ND
ug/L
100
20
11;1411616:49
56-23-5 ,
Chlorobenzene
ND
ug/L
100
20
1111411616:49
108-90-7
Chloroform
NO
ug/L
100
20
1111411616A0
67-68-3
.1,4-Dichlorobenzene
NO
uglL
100
20
11/14/1616:49
106-46-7
1,2-Dichloroethane
ND
uglL
100
20
1111411616:49
107-06-2'
1,1-Dichloreethene
NO
ug1L
100
20
11/11411616:49
75-35-4
Tetrachloreetheno
NO
ug/L
100
20
1111411616:49
127-18.4
Trichloroelhene
ND,
ug1L
100
20
1111411516:49
79-01-6
Vinyl chloride
NO
ug/L
.100
20
11A4116 16:49
75-01-4
Surrogates
1,2-0ichloroethane-d4 (S)
99
36
70-130
20
11114/18 16:49
17060-07-0
Toluene-d8 (S)
104
%
67-135
20
1111406 16:49
2037-20-5
4-Bromoiluorobenzene (S)
102
%
79-130
20
11/14116 16:49
460_00-4
8260 MSV Low Level
Analytical Method:
EPA 8260
Acetone
NB
ug1L
25.0
1
11/1111613:44
67-64-1
Benzene
NO
ug1L
1.0
1
11/1111813:44
71-43.2
Bromobenzene
ND
u01L
1.0
1
1111111613:44
108-86-1
Bromochloromethane
ND
uglL
1.0
1
11/11/1613:44
74-97-5
Bromodiehloromethane
ND
ug1L
1.0
1
11111/1613:44
75-27-4
Bromoform
ND
ug1L
1.0
1
1111111613:44
75-25-2
Bromomethene
ND
ug1L
2.0
1
1V1111613:44
74-83.9
2-Butanone(MEK)
ND
ug/L
5.0
1 i
11/11M613:44
78-93.3
Carbon tetrachloride
ND
ug1L
1.0
1
11111M6 13:44
58-23-5
Chlorobenzene
NO
ug1L
1.0
1
11/1111613:44
108-90-7
Chloroethane
NO
ug1L
1.0
1
11111/i613:44
75-00-3
Chloroform
ND
uglL
1.0
1
11111;1613:44
67-66-3
REPORT
OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full.
Date: 11/2212016 12:52 PM
without th a written oonsent
or Paca Analytical Services, LLC.
Page 5 of 40

f6fa■
Pace Analytical SwWe68, LLC
2225 Riverside Cr.
AsheviIl9, NC 28804
(82a)254.7176
ANALYTICAL. RESULTS
Project: Powell 6-P1101-1 A
Pact: Project No.: 923f69B4
Sample: POND Lab ID: 92318984001 Collected: 11108/16 13:00 Recelved: 11108116 15:10 Matrix: Water
Parameters
Results •
Units
Report Limit
DF Prepared
Analyzed
CAS No. Qua]
8260 MSV Low Lovell
Analytical Method: I -PA 8260
Chloromethane
ND
ug/L
1.0
1
1111111613:44
74.87-3
2-Chlorolaluene
ND
ug/L
1.0
1
11/11/1613.44
95.49.6
4-ChforutDluene
NO
ug/L
1.0
1
1111111613:44
10643-4
1,2-0ibromo-3-chloropropane
NO
ug/L
2.0
1
111111'1613:44
96-12.8
Dibromochloromethane
ND
ug/L
1.0
1
11/1111613:44
124-48-1
1,2-Dibromoethane(ED13)
NO
uglL
1.0
1
1111111613:44
106.93-4
Dibromomethane
NO
uglL
1.0
1
1111111613:44
74.95-3
1,2-Dichlorobenzene
NO
ug1L
1.0
1
1.1111/1613AI
95.50-1
1,3-Dichlorobenzene
NO
ug/L
1.0
1
11111/1613:44
541-73-1
1,4-Dichlorobenzene
NO
uglL
1.0
1
1111111613:44
106.46-7
Dichlorodifluoromethane
NO
ug1L
1.0
1
1111111613:44
75-71-8 L3
1,1-Dichloroethane
ND
uglL
1.0
1
1111111613:44
75-34-3
1,2-Dichloroethane
NO
u911-
1.0
1
i111111613:44
107-06-2
1,1-Dichlorceihene
NO
uglL
1.0
1
1111111613:44
75-35-4
cis- 1.2-Dichlorcether e
NO
ug/L
1.0
1
W1111613:44
156-59-2
trans-1,24Dichloroethene
NO
ug/L
1.0
1
11/1111613:44
156.60.5
1,2-Dfchlarepropene
NO
uglt
1.0
. 1
11/11/16 13:44
78-87-5
1,3-Dichlaropropane
ND
u91L
1.0
1
11/1111613:44
142-28-9
2,2-Dichloropropane
NO
ug/L
1.0
1
1111111613:44
504-20-7
1,1-Uichl©ropropene
ND
ug/L
1.0
1
1111111513:44
563-58-6
Us-1,3-Dichloroproperie
ND
ug/L
1.0
1
1111111613:44
10061-41-5
trans-1,34Dichforopropene
ND
U91L
1.0
1
1111111613:44
10061-02-6
Diisopropyl ether
ND
ug1L
1.0
1
11111116 13:44
108-20-3
- ::- •w Ethylbenzene ... . -_„ .. .. _.-..
. . NO
ug1L..........
.: ..,::::1:0
1: _=
. 11111116-13:44
100-41-4
Hexachloro-1,3-butadiene
NO
ug1L
1.0
1
11ill MS13:44
87.68.3
2-Hexanone
ND
ug1L
5.0
1
11111N613:44
591-7"
p-isopropyltoluene
ND
ug1L
1.0
1
1111111613:44
99-87-6
Methylene Chloride
NO
ug1L
2.0
1
11/11116 13:44
T5.09.2
4-Methyl-2-pentanone (MtaK)
ND
ug1L
5.0
t
111111161144
10&10.1
fdlathyl-tert-butyl ether
NO
ug/L
1.0
1
11111/16 13:44
1634-04.4
Naphthalene
ND
u91L
1.0
1
1111111613:44
91-20.3
Styrene
ND
ug1L
1.0
1
1111111613:44
100-42.5
1,1,1,2-Totr2chloreethane
NO
uglL
1.0
1
1Ill 111613:44
630-20.6
1,1,2,2-Tetrachloroeth&ne
ND
ug1L
1.0
1
11/1111613:44
78-34.5
Tetrachloroethene
NO
ug/L
1.0
1
iIll Ill 613:44
127-18.4
Toluene
6.2
ug/L
1.0
1
11il 1116 13.44
108-88-3
1,2,3-Trichlorobe nzene
ND
ugll-
1.0
1
1111111613:44
87.61-6
1,2,4-TNchtotobenzene
NO
ug/L
1.0
1
1111111613A4
120-82.1
1,1,1 Trichtoroethane
NO
uglL
1.0
1
11111/16 1144
71-55.6
1,1,2-Trichtoroethane
ND
ug/L
i.0
1
11111/1613.44
79-tf0-6
Trichloroethene
NO
ug/L
1.0
1
11/1111613:44
79.01.6
Trichlorofluoromethane
NO
uglL
1.0
1
11111M613:44
75-159-4. L3
1,2,3-Trichloropropane
NO
uglL
1.0
1 r
11/1111613:44
96.18-4
Vinyl acetate
NO
u911-
2.0
1
11111/16 13:44
108.05-4
Vinyl chloride
NO
uglL
1.0
1
11/11116 13:44
75.014
Xyfene (Total)
NO
ug/L
1.0
1
1111111613:44
1330.20-7
m8p-Xyiene
NO
ug/L
2.0
1
1111111613:44
179001-23-1
REPORT OF LABORATORY ANALYSIS
This report shell not de mptaduced, except in full,
Date: 11/22/2016 12:52 PM without the viniten consent of pace Analytical Services, LLC. Page 6 of 40

■
aW1741Yfi al
uM+w pp�eraesaavn,
ANALYTICAL RESULTS
Paco Analytical Services, LLC
2225 Rivers -,de Dr.
Asheville, NC U804
.[phone]
Project: Powell6-?I101-1A
Pace Project Na.: 92318984
Sample: POND Lab tD: 92318954001 Collected: 11/0B11813:00 Received: 11108116 15:10 Matrix; Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260 MSV Low Level
Analytical Method: EPA 8260
o-Xylene
ND uglL
1.0
1
11111J1613:44
95-47-6
Surroga tea
4-13romolluorobenzene (S)
97 %
70-130
1
11/11110 13:44
460-00.4
1,2-01chloroethane-d4 (S)
101 %
70-130
1
11/11116 13:44
17060-07-0
Toluenwd8 (3)
100 %
70-130
1
11/11196 13A4
2037-26-5
2540C Total Dissohred Sobs
Analytical Method: SM 2540C
10181 Lnssolved Solids
226 ffQ&
26.0
1
11110116 13:37i
4500H+ pH, Electrometritc
Analytical Method: SM 4500-H+B
pH at 25 Degrees C
7.0 Std. Units
1.0
1
11/14116 13:42
He
52108 SOD, 5 day
Analytical Method: SM 5210B
.60D, 5 day
45.0 MUA-
2.0
1
11/09116 17:64 11/14/15 11:54
Total Nitrogen Calculation
Analytical Method: TKN+NO3+NO2
Calculation
Total Nitrogen
3.1 mg1L
0.12
1
11/15116 18:14
350.1 Ammonia
Analytical Method: EPA350.1 1993
Rev 2.0
Nitrogen, Ammonia
ND mg11.
0.10
1
11/11/16 03:18
76-34-41-7
351.2 Total Kjeldahl Nitrogen
Analytical Method: E..PA351.2
Nitrogen. Kjeldahl,.Total
3-1 mg1L
2.5,, ,
5. ...
1111511800;15
7727-37-9
353.2 Nitrogen, M021NO3 unpnes
Analytical Method: PPA 353.2
Nitrogen, Nitrate
NO mglL
0.020
1
11/09115 17:25
Nitrogen, Nitrite
0.11 mg&
0.020
1
11109f 1617:25
Nitrogen, NO2 p1U5 NO3
0.039 mg1L
0.020
1
11109f16 17:25
365.1 Phosphorus, Total
Analytical.Method: EPA395.1
Phosphorus
2.2 mg1L
0.060
1
11/11116 22:32
7723-14-0
420.4 Phenolics; Total
Analytical Method: EPA 420A
Phenol
0.18 mglL
O.Q30
3
1111611810,08
4500 Chloride
Analytical Method: SM 4600-CI-E
Chloride
9.8" mg1L
1.0
1
1111011623:41
16887.OD-6
5220D COD
Analytical Method: SM 5220U
Chemical Oxygen Demand
4215 MOA-
25.0
1
11/11110 03:30
5310E TOC
Analytical Method: SM 53108
!
Total Organic Camon
80.4 m91L
5.0
5
1111W1610:11
7440-44-0
REPORT OF LABORATORY. ANALYSIS
This report shall not he reproduced, except in full,
Date: 11/22/2016 12:52 PM wlthcut the wrntpn epnaent of Pace Analytical services, LLC Page 7 of 40

Site
Date
Sample ID
Sampler
Laboratory
Trout Waters
Freshwater Aquatic Life Standard
Water Supply Standrds
Human Health Standards
Stormwater Benchmarks
Powell stormwater Pond
5/23/2016
AC29332
DWR
DWR
Powell Wastewater Recycle Pond
5/23/2016
AC29333
DWR
DWR
11/8/2016
92318984001
Mountain
Environmental
Pace Analytical

Semi -Volatile Organic Compound5
Benzeneacetic
Acid
Benzoic
Acid
Ethyl
Phenol
Hydrocinnamic
Acid
Methyl
Pentanoic
Acid
Methylphenol
Phenol
ug/I
140,000
5,000,000
11
68
NA
520
14
130
110
11
160
9
920
20
260
210

I Volatile Organic Compounds
Phenylvaleric
Valeric
dimethyl
Alkanes
p'isopropyltotuene
Toluene
Ammonia
Acid
Acid
Sulfide
ug/l
0.36
320
11
50
180
NA
12
NA
NA
0.92
44
20
9.6
24
13
14
1.6
64
50
6.2
< 100

Nutrients I Wet Chemistry
Total
Total
Nitrate
Nitrite
TKN
BOD
COD
Grease/Oil
TSS
Phosphorus
• Phenolics
ug/I
ug/I
ug
10,000
300
10,000
2.7
2.7
120,000
50,000
< 20
< 10
200
21000
120,000
170,000
< 10,000
420
64,000
< 20
< 10
520
3,500
95,000
230,Op0
< 10,000
500
34,000
< 20
110
2,200
3,100
45,000
425,000
180

Other
Fields
D5
Turbidity
Specific =
= -
Conductivity
Dissolved
Oxygen
pH
NTU
'US/cm „
;mg/l
S.U.
10
500,000
245,000
43
-251
14
7.5.
296,000
34
309
` ..0
" % 8
226,000

40,
Facility:
Date:
Location Address:
COC#:
Contact Name:
Phone #:
Contact Mailing Address:
County:
Directions:
Routine Compliance Inspection
Rescission Request
Complaint Investigation
Other - Explain:
A
Storm Water Pollution Prevention Plan
Yes
No
N/A
Comments
1
Is a copy of the permit and the Certificate of Coverage available
at the site?
/
✓
2 Ils
a copy of the signed and certified SWPPP at the facility?
3
Does the Plan include a "Narrative Description of Practices"?
4
Does the plan include a general location (USGS) map?
✓
5
Does the plan include a detailed site map including outfall
locations and drainage areas?
✓
6
Does the plan include a Spill Prevention and Response Plan?
(SPRP)
7
Does the plan include a Preventative Maintenance and Good
Housekeeping Plan?
8
Does the plan include a Stormwater Facility Inspection Program?
9
Does the Plan include a BMP Summary?
10
Does the plan include a list of Responsible Party(s)?
11
Has the SWPPP been implemented?
B
Monitoring and Records
Yes
No
N/A
1
Does the plan include a list of significant spills occurring during
the past 3 ears?
2
Does the facility provide and document employee training?
3
Has the facility conducted its Qualitative Monitoring? (semi-
annual)
4
Has the facility conducted its Analytical Monitoring? (s-a)
S
is the facility meeting all permit specified benchmark goals?
6
is the facility following the tiered response?
7
Has the facility conducted its Analytical Monitoring from vehicle
Maintenance areas?
C
Waste Management
Yes
No
N/A
1
Does the facility provide all necessary secondary containment?
2
Are current BMPs in material storage areas adequate?

3 Are appropriate spill containment and cleanup materials kept on -
site and in convenient locations?
D Outfalls Yes No N/A
1 Were all outfalls observed during the inspection?
2 If the facility has representative outfall status, is it properly
documented by the Division?
3 Has the facility evaluated all illicit (non stormwater) discharges?
E lSector specific questions Yes No N/A
1 Have zinc or copper benchmarks been exceeded in the past 3
sampling periods?
2 Have potential sources for copper and zinc been evaluated at
your facility?
3
4
5
Comments

1
A
MCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy Davis, PE, CPM
Director
April 28, 2014
Mr. Carl B. Powell, Jr.
Powell Industries
P.O. Box 65
Waynesville, NC 28786
Pat McCrory, Governor
John E. Skvarla, Ill, Secretary
SUBJECT: NPDES Stormwater Permit Compliance Inspection
(Status: Noncompliant)
Powell Industries, 4595 Jonathan's Creek Road
Permit No: NCG210000; Certificate of Compliance: NCG210099
Haywood County
Dear Mr. Powell
This letter is in follow-up to the NPDES Stormwater Permit Compliance Inspection conducted on April 23,
2014. You and Mr. Jack Caldwell met with Wayne Watkins (DEMLR), Ed Williams (DWR), Andrea Keller
(DWM), and me (DEMLR). The inspection revealed a new mulch operation that is subject to all of the
conditions of the permit, including the requirements to develop and implement a Stormwater Pollution
Prevention Plan, and to monitor (analytical and qualitative) the stormwater outfalls from this mulch
operation. James Aaron, DWR, sampled the mulch operation stormwater outfalls at the time of the
inspection. Based on our observations during the inspection, we agree'that the chipper operation does not
appear to have any stormwater outfalls and that the recirculation ponds are subject to the Wastewater
Recycle System Permit No. WQ0015487. Monitoring these ponds to insure no illicit releases is required by
Permit No. W00015487.
The facility was found to be in non-compliance with the following conditions of the General Stormwater
Permit NCG210000 (COG NCG 210099):
Stormwater Pollution Prevention Plan (SPPP) - The SPPP was not produced during the site visit.
Site inspections should be conducted as required by the August 1, 2013 permit (the most recent
general permit for the timber products industry) and noted as part of the plan. At minimum, semi-
annual inspections should be conducted. We also recommend that Powell Industries inspect the
ponds, at minimum, after rainfall events in exceedance of the 10 year storm to ensure no runoff
from the second detention A complete and updated site plan should be included in the SPPP.
Asheville Regional Office, 2090 US Highway 70, Swannanoa, North Carolina,
Telephone [phone] Fax [phone]
http://portal.nr,denr.org/web/ir/laad-.-quality
An Vqual Opportunity / Affirmative Action Employer
28778-8211
One
NorthCaroiina
Naturally

Mr. Carl Powell, Jr.
April 28, 2014
Page 2 of 2
e Analytical and Qualitative Monitoring - The stormwater outfalls from the mulch operation should be
tested semiannually as required by the permit. No sampling results were available at the time of the
inspection. All conditions including any Tier 11-and Tier III responses should be followed. Please
forward the results of your next semiannual sampling to our office for review,
We also recommend implementation of best management practices to limit product releases from the
mulching operation to the watercourses. These include providing a sufficient vegetative buffer between the
mulch pad and the surrounding watercourses, and installing silt fence between the mulch pad and the
watercourses to prevent migration of mulch into the watercourses during rain events. Also we would
recommend installation of adequate secondary containment on the waste oil tank and any other bulk
storage tanks as required by the permit.
Note that the discharges allowed by this General Permit shall not cause or contribute to violations of Water
Quality Standards. This General Stormwater Permit does not authorize discharges which have been
determined by the Division of Water Resources to be wastewater discharges.
You are requested to implement all the required conditions of the permit within the next 60 days. At that
time, we will schedule a follow-up inspection to review your progress toward achieving compliance at this
site. A copy of the general permit was provided to you during the inspection. If you have any questions
please give Wayne Watkins or me a call.
Enclosed is a copy of the Compliance Inspection Report, which contains additional observations and
comments for your reference.
If I can be of any further assistance, please contact me at [phone].
Sincerely,
Laura C. Herbert, PE
Regional Engineer
Land Quality Section
Enclosure: Compliance Inspection Report
Ec: Andrea Keller, Division of Waste Management
Ed Williams, Division of Water Resources
James Aaron, Division of Water Resources

f
Compliance Inspection Report
Permit: NCG210099 Effective: 08/01/13 Expiration: 07/31/18 Owner: Powell Industries
SOC: Effective: Expiration: Facility: Powell Industries -Haywood
County: Haywood 4595 Jonathan Creek Rd
Region: Asheville
Waynesville NC 28786
Contact Person: Carl 8 Powell Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 0412312014 EntryTime: 10:00 AM Exit Time: 11:30 AM
Primary Inspector: Laura C Herbert ! k/9210.L
Phone:
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Timber Products Stormwater Discharge COC
Facility Status: ❑ Compliant ® Not Compliant
Question Areas:
NStorm Water
(See attachment summary)
Page: 1

a
Permit: NCG210099 Owner - Facility: Powell Industries
Inspection Date: 04/23/2014 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
This site has a NPDES non -discharge Permit No. W00015487 for a wastewater recycle system. The inspection revealed
that any process water (water from debarking drum) and stormwater is directed to the recycle pond (co -mingled).
Overflow from this pond is routed through a channel (earth)'spiliway to the second pond in series. Our on -site contact,
Mr. Jack Caldwell, indicated that there is no discharge from the second pond. Based on this, it would appear that there is
no stormwater discharges from the chipper operation at the site. However, these ponds should be monitored during rain
events to confirm that there are no stormwater/wastewater discharges. Monitoring is required under the Wasterwater
permit.
However, we did observe a mulch operation (including the grinder/in operation for about one year) that is adjacent to the
chipper operation. This mulch operation uses the waste from the chipper operation. We observed two discreet
stormwater outfalls (one a 6-inch corrugated plastic piping on the north side piped to a dug ditch, and a culvert on the
south side piped to the stream Both had discharges of black liquid and were sampled by DWR at the time of the
inspection. These outfalls are subject to the monitoring requirements of the general stormwater permit. This operation is
covered under the permit and all requirements of the permit should be implemented for this operation. Currently the
discharges will be covered under the general stormwater permit. However, if monitoring reveals that these are
contaimented then these will be reviewed for wastewater conisderations.
The site does have vehicle maintenance but usage appears to be below the 55 gallons/month trigger for monitoring. Mr.
Carl Powell was also present at the office for the pre and post conference. He indicated that waste oil production
averaged around 30 to 40 gallons per month. There is one used oil tank on site with a capacity of 500 gallons. We
recommended that they install secondary containment on this tank.
This site will need to implement the qualitative and analytical (COD and TSS) monitoring for the stormwater outfalls at the
mulch yard. In addition, they need to develop and implement the SPPP.
We also recommend that BMPs such as a sufficient buffer between the mulch pad and the streams/ditches be provided,
and that silt fence be utilized between the mulch yard and the streams to limit the amount of mulch that migrates into the
watercourses during rain events..
fe—
There may be some solid waw considerations (Division of Waste Managment), but this is outside the scope of our
juridiction under the NPDES Stormwater program.
Those present during the inspection included Wayne Watkins (DEMLR); Ed Williams (DWR); Andrea Keller (DWM), and
me (DEMLR).
Page: 2

4
Permit: NCG210099 Owner -Facility: Powell Industries
inspection date: 0412312014 Inspection Type: Compliance Evaluation
Stormwater Pollution Prevention Plan
Does the site have a Stormwater Pollution Prevention Plan?
# Does the Plan include a General Location (USGS) map?
# Does the Plan include a "Narrative Description of Practices"?
Reason for Visit: Routine
Yes No NA NE
�®❑❑
@""®❑❑
# 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? Wo its 1 ®❑ ❑
If
# Has the facility evaluated feasible alternatives to current practices? r:s 74z� 5/ /M ❑ ❑
# Does the facility provide all necessary secondary containment, y �t
f1�G E�,�r�erc �
L
# Does the Plan include a BMP summary? �� G �,,,r. ar [
% � � s�.s 0a1-5, j— �Z b..i�-' -1ci S CQ
�� ❑ fl
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?��®❑
ta
❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan? (/{,-[G, .,`'�c
U
❑ if ❑ ❑ a ^-
# Does the facility provide and document Employee Training? dau{
# Does the Plan include a list of Responsible Party(s)? /tee---
# Is the Plan reviewed and updated annually? A-06" 1-Ji
# Does the Plan include a Stormwater Facility Inspection Program?
Has the Stormwater Pollution Prevention Plan been implemented?
Comment: Did not know where the SPPP was. Previous inspections had shown that
this was available.
Qualitative Monitoring
Has the facility conducted its Qualitative Monitoring semi-annually?
Comment: All stormwater outfalls at the chipper mill site appear to go into the
wastewater recirc pond or the additional pond that is in series. This all is covered under
the wastewater permit. However, the new mulch operation and grinder has at least two
stormwater outfalls that were inspected. Monitoring of these outfalls is required.
Analytical Monitoring
Has the facility conducted its Analytical monitoring? A/, ebsL{S4-1
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? Nei S„r� �� 41.5
Comment: See previous comment.
Permit and Outfalls
# 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?
®❑ ❑
0'®❑❑
Yes No NA NE
®❑❑
Yes No NA NE
0,000
❑ ■ ❑ ❑
Yes No NA NE

Permit: NCG210099 Owner - Pacillty: Powell industries
Inspection Date: 04/23/2014 Inspection Type; Compliance Evaluation Reason for Visit: Routine
# Has the facility evaluated all iNicit (non stormwater) discharges? ❑ ❑ D
Comment: See previous comment.
ASS 9 .
r� 4",
M.0
J,<6-
CW T rej
51
TLe
212-f
Ar-,, - e(-
eq'i &
ue A,de
C4�re-r--
Page: 4

NCDENR
North Carolina Department of Environment and Natural Resources r
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy Davis, PE, CPM
Director
April 28, 2014
Mr. Carl B. Powell, Jr.
Powell Industries
P.O. Box 65
Waynesville, NC 28786
Pat McCrory, Governor
John E. Skvarla, III, Secretary
SUBJECT: NPDES Stormwater Permit Compliance Inspection
(Status: Noncompliant)
Powell Industries, 4595 Jonathan's Creek Road
Permit No: NCG210000; Certificate of Compliance: NCG210099
Haywood County
Dear Mr. Powell
This letter is in follow-up to the NPDES Stormwater Permit Compliance Inspection conducted on April 23,
2014. You and Mr. Jack Caldwell met with Wayne Watkins (DEMLR), Ed Williams (DWR), Andrea Keller
(DWM), and me (DEMLR). The inspection revealed a new mulch operation that is subject to all of the
conditions of the permit, including the requirements to develop and implement a Stormwater Pollution
Prevention Plan, and to monitor (analytical and qualitative) the stormwater outfalls from this mulch
operation. James Aaron, DWR, sampled the mulch operation stormwater outfalls at the time of the
inspection. Based on our observations during the inspection, we agree that the chipper operation does not
appear to have any stormwater outfalls and that the recirculation ponds are subject to the Wastewater
Recycle System Permit No. WQ0015487. Monitoring these ponds to insure no illicit releases is required by
Permit No. W00015487.
The facility was found to be in non-compliance with the following conditions of the General Stormwater
Permit NCG210000 (COC NCG 210099):
Stormwater Pollution Prevention Plan (SPPP) - The SPPP was not produced during the site visit,
Site inspections should be conducted as required by the August 1, 2013 permit (the most recent
general permit for the timber products industry) and noted as part of the plan. At minimum, semi-
annual inspections should be conducted. We also recommend that Powell Industries inspect the
ponds, at minimum, after rainfall events in exceedance of the 10 year storm to ensure no runoff
from the second detention .A complete and updated site plan should be included in the SPPP.
Asheville Regional Office, 2090 US Highway 70, Swannanoa, North Carolina,
Telephone [phone] Fax [phone]
http,//Portal.ncdenr.org/web/Ir/land-cluality
An Fqual Opportunity / Affirmative Action Employer
28778-8211
NorthCarolina
Naturally

„” s
Mr. Carl Powell, Jr.
April 28, 2014
Page 2 of 2
• Analytical and Qualitative Monitoring - The stormwater outfalls from the mulch operation should be
tested semiannually as required by the permit. No sampling results were available at the time of the
inspection. All conditions including any Tier II and Tier III responses should be followed. Please
forward the results of your next semiannual sampling to our office for review.
We also recommend implementation of best management practices to limit product releases from the
mulching operation to the watercourses. These include providing a sufficient vegetative buffer between the
mulch pad and the surrounding watercourses, and installing silt fence between the mulch pad and the
watercourses to prevent migration of mulch into the watercourses during rain events. Also we would
recommend installation of adequate secondary containment on the waste oil tank and any other bulk
storage tanks as required by the permit.
Note that the discharges allowed by this General Permit shall not cause or contribute to violations of Water
Quality Standards. This General Stormwater Permit does not authorize discharges which have been
determined by the Division of Water Resources to be wastewater discharges.
You are requested to implement all the required conditions of the permit within the next 60 days. At that
time, we will schedule a follow-up inspection to review your progress toward achieving compliance at this
site. A copy of the general permit was provided to you during the inspection. If you have any questions
please give Wayne Watkins or me a call.
Enclosed is a copy of the Compliance Inspection Report, which contains additional observations and
comments for your reference.
If I can be of any further assistance, please contact me at [phone].
Sincerely,
001
Laura C. Herbert, PE
Regional Engineer
Land Quality Section
Enclosure: Compliance Inspection Report
Ec: Andrea Keller, Division of Waste Management
Ed Williams, Division of Water Resources
James Aaron, Division of Water Resources

Compliance Inspection Report
Permit: NCG210099 Effective: 08/01/13 Expiration: 07/31/18 Owner: Powell Industries
SOC: Effective: Expiration: Facility: Powell Industries -Haywood
County: Haywood 4595 Jonathan Creek Rd
Region: Asheville
Waynesville NC 28786
Contact Person: Carl B Powell Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Certification: Phone:
Inspection Date: 0412312014 EntryTime: 10:00 AM Exit Time: 11:30 AM
Primary Inspector: Laura C Herbert G✓Q yRt kf o*4 O'C< ` Phone:
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Timber Products Stormwater Discharge COC
Facility Status: ❑ Compliant ■ Not Compliant
Question Areas:
0 Storm Water
(See attachment summary)
Page: 1

0
Permit: NCG210099 Owner - Facility: Powell Industries
Inspection Date: 002312014 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
This site has a NPDES non -discharge Permit No. WQ0015487 for a wastewater recycle system. The inspection revealed
that any process water (water from debarking drum) and stormwater is directed to the recycle pond (co -mingled).
Overflow from this pond is routed through a channel (earth) spillway to the second pond in series. Our on -site contact,
Mr. Jack Caldwell, indicated that there is no discharge from the second pond. Based on this, it would appear that there is
no stormwater discharges from the chipper operation at the site. However, these ponds should be monitored during rain
events to confirm that there are no stormwater/wastewater discharges. Monitoring is required under the Wasterwater
permit.
However, we did observe a mulch operation (including the grinder/in operation for about one year) that is adjacent to the
chipper operation. This mulch operation uses the waste from the chipper operation. We observed two discreet
stormwater outfalls (one a 6-inch corrugated plastic piping on the north side piped to a dug ditch, and a culvert on the
south side piped to the strean) Both had discharges of black liquid and were sampled by DWR at the time of the
inspection. These outfalls are subject to the monitoring requirements of the general stormwater permit. This operation is
covered under the permit and all requirements of the permit should be implemented for this operation. Currently the
discharges will be covered under the general stormwater permit. However, if monitoring reveals that these are
contaimented then these will be reviewed for wastewater conisderations_
The site does have vehicle maintenance but usage appears to be below the 55 gallonstmonth trigger for monitoring. Mr.
Carl Powell was also present at the office for the pre and post conference. He indicated that waste oil production
averaged around 30 to 40 gallons per month. There is one used oil tank on site with a capacity of 500 gallons. We
recommended that they install secondary containment on this tank.
This site will need to implement the qualitative and analytical (COD and TSS) monitoring for the stormwater outfalls at the
mulch yard. In addition, they need to develop and implement the SPPP.
We also recommend that BMPs such as a sufficient buffer between the mulch pad and the streams/ditches be provided,
and that silt fence be utilized between the mulch yard and the streams to limit the amount of mulch that migrates into the
watercourses during rain events. j_j—
There may be some solid walef considerations (Division of Waste Managment), but this is outside the scope of our
juridiction under the NPDES Stormwater program.
Those present during the inspection included Wayne Watkins (DEMLR); Ed Williams (DWR); Andrea Keller (DWM), and
me (DEMLR).
Page: 2

41 a
Permit: NCG210099 Owner - Facility: Powell Industries
Inspection Date: 04/2312014 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?
❑
■
❑
❑
# Does the Plan include a "Narrative Description of Practices"?
❑
■
❑
❑
# 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?
❑
■
❑
❑
# Does the facility provide all necessary secondary containment?
❑
■
❑
❑
# Does the Plan include a BMP summary?
❑
■
❑
❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
O
■
❑
❑
# 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 Stormwater Facility Inspection Program?
n
■
n
n
Has the Stormwater Pollution Prevention Plan been implemented?
❑
■
❑
❑
Comment: Did not know where the SPPP was. Previous inspections had shown that
this was available.
Qualitative Monitoring
Has the facility conducted its Qualitative Monitoring semi-annually?
Comment: All stormwater outfalls at the chipper mill site appear to go into the
wastewater recirc pond or the additional pond that is in series. This all is covered under
the wastewater permit. However, the new mulch operation and grinder has at least two
stormwater outfalls that were inspected. Monitoring of these outfalls is required.
Analytical Monitoring
Has the facility conducted its Analytical monitoring?
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas?
Comment: See previous comment.
Permit and Outfalls
# 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?
Yes No NA NE
❑ ■ ❑ ❑
Yes No NA NE
❑ ■ O O
❑ ■ ❑ ❑
Yes No NA NE
Page: 3

Permit: NCG210099 Owner - Facility: Powell Industries
Inspection Date: 0412312014 Inspection Type: Compliance Evaluation
# Has the facility evaluated all illicit (non stormwater) discharges?
Comment: See previous comment.
Reason for Visit: Routine
Page: 4

- y
V' IDWO Laharatory.Yection,T-
-- d tS
County:
HAYWOOD
WAT�9
,ample f0:
AG07849
River Basin
PIGEON
OF
QG
_
PO Number #
ARO
O
Report To
ARO
< r
Date Received:
04124/2014
Collector:
J AARON
Time Received:
11.50
Labworks LoginlD
KJtMISQN2
Region:
ARO
Final Report Dale:
5128114
Sample Matrix:
SURFACEWATER
Loc. Type:
RIVERISTREAM
Final Report
Report Print Date.
0611312014
Emergency Yes/No
VisitlD
COC Yes/No
Loc. Descr.: POWER LUMBER EFFLUENT
Location ID: POWELL EAST Collect Date: 04/2312014 Collect Time: 10:30 Sample Depth
ff this report is labeled preliminary report, the results have not been validated. Do not use for Regulatory purposes.
Result) I Method Analysis
—11v — i U Y. - csr
Others
Qualifier "rr"' Reference Date
Sample temperature at receipt by tab 1.6 °C 4124t14 RBYRD
BOD, 5-Day in liquid 2.0 560 mg1L APHA5210B 4125114 CGREEN
:�uivG-^� ����/zo� ivy- J A•+no•�. _
DL✓ oaf cr3 v�v/, it ,a f� � /74IL
Laboratory Section» 1623 Mail Service Center, Raleigh, NC 27699-1623 [phone]
For a detallad description of the qualifier codes refer to hriwilportal.ncdenr.oralweb/wa/labhtaffinfo/lechassist#Data Quaflfier Codes ehtto:Noartal.ncdenr aralww.,b/wv/lab/statfinfo techassist
Page 1 of 1

-ults
County:
HAYWOOD
vyArp
sample ID-
AC07848
River Basin
PIGEON
4F
oG
PO Number #
ARO
a2
Report To
AROSP
Date Received:
04/24/2014
i
o "r
Time Received:
11:50
Collector:
J AARON
Labworks LoginlD
KJIMISON2
Region:
ARO
Final Report Date:
5115114
Sample Matrix:
SURFACEWATER
Final Report
Report Print Date:
06113,12094
Loc. Type:
RIVERlSTREAM
Emergency YeslNo
VlsitlD,
f COC Yes/NI
Loc. Descr.: POWELL LIFT STATION
Location ID: UT JONATHANS 3 Collect Date: 0412312014 Collect Time. 10:25 Sample Depth
If this report is labeled preliminary report, the results have not been validated. Do not use for Regulatory purposes.
Result/ „_:�_ Method Analysis,,—U.— A k,
!'FI U JLLG Ise OIIFG
Others
"" Qualifier """' Reference Date - -- - -
Sample temperature at receipt by lab 1.6 °C 4/24/14 RBYRD
Turbidity 1 200 NTU APHA2130B-20th 4/25114 CGREEN
Laboratory Section>a 1623 Mail Service Center, Raleigh, NC 27699-1623 [phone]
For a detailed description of the qualirier codes refer to httn:!l rpl.nedenr.ore/webJwallab/stathnfohechassisnDaca 4uafiber Codes chp P;Nportal.ncdenr,ora/weblw4/lab/sWrfinfohechassin>
Page 1 of 1

_
A" DWO r,aboraton .Stection
County:
HAYWOOD
NA]FSample
ID:
AC07853
River Basin
PIGEON
PO Number #
ARO
�+�
6�-&-::;
Report To
AROSP
-3 r
Date Received:
04/24/2014
Collector
J AARON
a Y
Time Received:
11:50
Region
ARO
Labworks LoginlD
KJIMISON2
Sample Matrix:
SURFACEWATER
Final Report Da#e:
5128l14
Lac. Type:
Final Report
Report Print Date:
06/13/2014
Emergency Yes/No
VsitlD
COC Yes/No
Loc. Descr.: SPRING ON POWELL PROPERTY
Location ID: POWELL_SPRING Collect Date: 04/23/2014 Collect Time: 12:30 Sample Depth
If this report is labeled preliminary report, the results have not been validated. Do not use for Regulatory purposes.
l'AA__1.- .I Result/ Method Analysis
vr,v rr r�riai �c ,�rariic
Others
r .aL Qualifier `'"'"a Reference Date
Sample temperature at receipt by lab 1.6 C 4124114 RBYRD
Coliform, MF Fecal in liquid 94 CFU/100ml APHA9222D-20th 4124114 CGREEN
Laboratory Section» 1623 Mail Service Center, Raleigh, NC 27699-1623 [phone]
For a detailed description of the qualifier codes refer to http:llportal.ncdenr.orelweblwallah/stpffirfollechassist#Data 4ualiber Codes chttaa/portal.ntdenegrrclwablwnlia blstaffinfoltechassist�
Page 1 of 1

T,-„
�-rts
County:
HAYWOOD
aF WA9
iampie ID:
AC07852
River Basin
PIGEON
O� QG
PO Number #
ARO
Report To
AROSP
r
Date Received:
04/24/2014
Collector:
J AARON
Time Received:
11:50
Labworks LoginlD
KJIMISON2
Region:
ARO
Final Report Date:
5115/14
Sample Matrix:
SURFACEWATER
Final Report
Report Print Date:
06/13/2014
Loc Type:
RIVERISTREAM
Emergency Yes/No
V1sltlD
COG Yes/No
Loc. Descr.: PRIDE RV AND CREEKWOOD RV PARKS
Location ID: UT_JONATHANS_1 Collect Date: 04/23/2014 Collect Time: 11:55 Sample Depth
If this report is labeled preliminary report, the results have not been validated. Do not use for Regulatory purposes.
CAS # Analyte Name
Others
Result! Method Ana!ysis Validated by
PQL Qualifier Units Reference Date
Sample temperature at receipt by lab 1.6 °C 4/24/14 RBYRD
Turbidity 1 85 NTU APHA2130B-20th 4/25/14 CGREEN
Laboratory Section? 1623 Mail Service Center, Raleigh, NC 27699-1623 [phone]
For ad eta i I ad description of the qualifier Bodes refer to hltpTflporUa ncdenr.org/web/wgIlab/RafHnfo/techassist#Data qualifier Codes <http:11p2rtaI.rcde nr.orc/web/wahab/sfaRmfo/techassist>
Page 1 of 1

County:
HAYWOOD
WATF9
Sample ID:
AC07851
River Basin
PIGEON
OF
02 Q�
PO Number #
ARO
Report To
ARO
of U Ir
Date Received:
0412412014
Collector:
J AARON
?
o
Time Received:
11:50
Region:
ARO
Labwofks LoginlD
KJIMISON2
Sample Matrix:
SURFACEWATER
Final Report Date:
5128/14
Final Report
Report Print Date:
06113/2014
Loc. Type:
RIVER/STREAM
Emergency Yes1No
VisitlD
COC Yes/No
Loc. Descr.: POWER LUMBER EFFLUENT
Location ID: POWELL_WEST Collect Date: 04/23/2014 Collect Time: 11:00 Sample Depth
If this report is labeled preliminary report, the results have not been validated. Do not use for Regulatory purposes.
Result/ Method Analysis
vr-wa r-ri ia,rw r•a1I��.
Others
r """ Qualifier """' Reference Date
Sample temperature at receipt by lab 1.6 'r 4/24/14 RBYRD
BOD, 5-Day in liquid 2.0 810 G7 mg/L APHA5210B 4125114 CGREEN
Laboratory Section» 1623 Mail Service Center, Raleigh, NC 27699-1623 [phone]
For a detailed description of the qualifier codes refer to htto:/Jportal.ncdenr.ora/web/wq/Tab/sUfhnfo/techassist#Data Quatifier Codes <httpJ/vortal,ardenr.ora/web/wgllahlstaffinioltechassistn
Page 1 of 1

-- ' '
T r"
u t.
County:
_
HAYWOOD
OF WAr�R
Sample ID:
AC07850
River Basin
PIGEON
�a QG
PO Number #
ARO
Report To
AROSP
--3
Date Received:
0412412014
Collector:
J AARON
y
K
Time Received:
11:60
Region:
ARO
Labworks LoginlD
KJIMISON2
Final Report Date:
5128114
Sample Matrix:
SURFACEWATER
Final Report
Report Print Date:
0611312014
Loc. Type:
RIVERISTREAM
Emergency Yes/No
VisitlD
COC Yes/No
Loc. Descr.: UPSTREAM
Location ID: UT—JONATHANS_4 Collect Date: 04/23/2014 Collect Time: 11:15 Sample Depth
If this report is labeled preliminary report, the results have not been validated. Do not use for Regulatory purposes.
CAS # Analyte Name pQL Result/ Units Method Analysis Validated_
Qualifier Reference Date
Others
Sample temperature at receipt by lab 1.6 "C 4124114 RBYRD
Turbidity 1 28 NTU APHA21308-20th 4MI14 CGREEN
Laboratory Section>> 1623 Mail Service Center, Raleigh, NC 27699-1623 [phone]
For a detailed description of the queiifier codes refer to http:llportal.ncdenr.or¢/wehlwvllah/sUffin'ojtechassist#Data Qualifier Codes <hu ! onal,ncdenr.an/web/wa/lablsWffinfo/techassist>
Page 1 of 1

r
Herbert, Laura C
From: Herbert, Laura C
Sent: Tuesday, April 22, 2014 9:01 AM
To: Keller, Andrea; Watkins, Wayne; Aaron, James; Williams, Ed
Cc: Davidson, Landon; Fox, Tim
Subject: Powell and Oak Valley Inspections Tomorrow
Yesterday I talked to Mr. Carl Powell of Powell Lumber and Mr. Herbert Nanny of Oak Valley Hardwoods and setup
inspections for tomorrow as follows:
Powell Lumber —10 am —Jack Caldwell will be our on -site contact.
Oak Valley Hardwood — In the afternoon (depending on when we finish with Powell). Mr. Nanney indicated that a
floating time was ok, and that when we get to the front office just ask for Mr. Joe Fugate.
I propose that we leave at 8:45 — 9 am tomorrow morning? Also, is everyone riding together and if so, do we have a
car? Please let me know today so we will all be on the same page tomorrow_ We have a LQ truck available but it will be
rather crowded if we are all in the same vehicle.
Thanks,
Laura
Laura Herbert, P.E.
Regional Engineer
Division of Energy, Mineral, and Land Resources - Land Quality Section
NCDENR-Asheville Regional Office
2090 US Highway 70
Swannanoa, NC 28778
Tel.[phone] Fax:[phone]
http://portal,ncdenr.org/web%Ir
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to
third parties unless the content is exempt by statute or other regulation.

t A
20�
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
June l 1, 2010
Mr, Carl B. Powell
Powell Industries
P.O. Box 65
Waynesville, NC 28786
SUBJECT: NPDES Stormwater Permit Compliance Inspection
(Status: Noncompliant)
Powell Industries
Permit No: NCG210099
Haywood County
Dear Mr. Powell:
Natural Resources
Dee Freeman
Secretary
This letter is in follow-up to the NPDES Stormwater Permit Compliance Inspection conducted on
May 13, 2010, by Susan A. Wilson, Division of Water Quality (DWQ), along with Andrea Keller,
Division of Waste Management. You, Mr. Bruce Powell, and Mr. Mackie McKay met with us at
the site (and Mr. McKay gave us a tour of the site).
The facility was found to be non -compliant with the following condition of permit NCG210099.
1. Stormwater Pollution Prevention Plan (SPPP)
➢ The SPPP was not produced during the site inspection May 13th (due to time
constraints, DWQ did not review on ,tune 1, 2010, after the Powell Wholesale follow-
up site inspection). DWQ reminds Powell Industries that -
o Site inspections should be conducted as required by the 8/1/2008 permit (the
most recent general permit for the timber products industry) and noted as part of
the plan. At minimum, semi-annual inspections should be conducted. DWQ
also recommends that Powell Industries inspect the ponds, at minimum, after
rainfall events in exceedance of the 10 year storm to ensure no runoff from the
second detention pond (and record as part of the SPPP). Due to the criticality of
the pumps at the secondary pond, these should be inspected periodically to
ensure they are in working order (and so noted as part of the SPPP).
o A complete and updated site plan should be included in the SPPP.
Location: 2090 U,S- Highway 70, Swannanoa, North Carolina 28778
Phone: [phone] FAX: [phone] Customer Service: 1-877.623.6748
Internet: www.ncwaterquality.org
NorthCarolina
Naturally
An Equal bpponunity 1 At irmat ve.4cwn Empioyer

Mr. Powell
June 11, 2010
Page 2 of 2
Enclosed is a copy of the Compliance Inspection Report, which contains additional observations
and comments for your reference.
Although the system is not designcd to discharge (and Ms. Wilson and Mr. McKay discussed
possible elimination of the stormwater permit), at this time DWQ believes it prudent for Powell
Industries to continue under the stormwater permit (good housekeeping and inspections are still
required as part of the SPPP). If no discharge occurs from the site to surface waters, then Powell
Industries should document "no discharge" as part of their analytical/qualitative monitoring.
The Division requires that:
The SPPP be updated and completed by August 31, 2010, if not sooner fthe same deadline as
DWQ required for the Powell Wholesale site]. The document should be retained on -site for future
inspections by this office.
Please contact Susan A. Wilson, P.E. at [phone] or Susan .A.Wilson ncdenr, gov, if you
have any questions or if you cannot meet the above -stated timeline. Please also notify her after
completion of your updated SPPP.
Sincerely,
Roger C. Edwards, Regional Supervisor
Surface Water Protection Section
Asheville Regional Office
Enc: Inspection Report
NCG210000 permit
cc: Mr. McKay, P.E., P.O. Box 157, Hazelwood, NC 28738
Central Files
ARO Files
Andrea Keller, DWMIARO (wlInspection Report)
Ken Pickle, DWQ/SWPU (w/Inspection Report)
Ed Williams, DWQ/APS (wlInspection Report)
SASWP1HaywoodlstormwaterlNCG2ITimberlPowell Ind NCG2100991LTR.Powell Inspection.NCG210099.6 2010.doc

Compliance Inspection Report
Permit: NCG210099 Effective: 08101/05 Expiration: 07/31/13 Owner: Powell Industries
SOC: Effective: Expiration: Facility: Powell Industries -Haywood
County: Haywood 4595 Jonathan Creek Rd
Region: Asheville
Waynesville NC 28786
Contact Person: Carl 13 Powell Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary 011
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Certification: Phone:
Inspection Date: - 05/13/2010 Entry Time: 12 00 PM Exit Time: 03:00 PM
Primary Inspector: Susan A Wilson Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Timber Products Stormwater Discharge COC
Facility Status: ❑ Compliant ■ Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Do
lll1
.SUN 1 6 2010
pENR - WATER QUAL
Watiarrds & $EorrnwBtBf Blaf ch
Page: 1

Permit: NCG210099 Owner - Facility: Powell industries
Inspection Date: 05/13/2010 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Page: 2

Permit: NCG210099 Owner - Facility: Powell Industries
Inspection Date: 05/13/2010 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?
❑
■
❑ ❑
# Does the Plan include a "Narrative Description of Practices"?
❑
■
❑ ❑
# 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?
❑
■
❑ Cl
# Has the facility evaluated feasible alternatives to current practices?
❑
■
❑ ❑
# Does the facility provide all necessary secondary containment?
❑
■
❑ ❑
# Does the Plan include a BMP summary?
❑
■
❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
❑
■
❑ ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
❑
■
❑ Cl
# 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 Stormwater Facility inspection Program?
❑
■
❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented?
❑
■
❑ ❑
Comment: The SPPP was not produced during the site visit.
Please ensure the plan is updated (by August 31, 2010 - as with NCG210097 - Powell
Wholesale).
Qualitative Monitoring
Yes
No
NA NE
Has the facility conducted its Qualitative Monitoring semi-annually?
❑
❑
■ ❑
Comment: Not applicable at this time - no evidence of discharge from second
detention pond (no discharge from this pond, per Mr. McKay).
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: (see note under qualitative monitoring)
Permit and Outfalis
Yes
No
NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site?
❑
■
❑ ❑
# Were all outfalis observed during the inspection?
110
■ ❑
# if the facility has representative outfall status, is it properly documented by the Division?
❑
❑
■ ❑
Page: 3

Permit: NCG210099 Owner - Facility: Powell industries
Inspection Date: 0511312010 Inspection Type: Compliance Evaluation
# Has the facility evaluated all illicit (non stormwater) discharges?
Reason for Visit: Routine
Comment: The SPPP (wlpermit) was not produced during the site visit. A copy of the
8I112008 permit will be sent with the inspection report.
The secondary pond is not intended to discharge (and there was no evidence of
discharge on the day of inspection).
❑ ❑ ❑ ■
Page: 4

Inspection Summary
Powell Industries — NCG210099
Susan Wilson (DWQ) and Andrea Keller (DWM) conducted a site inspection at Powell Industries site on
5/13/2010. Powell Industries (chip mill site) is covered under Stormwater (SW) general permit
NCG210099. No notification was given prior to the site visit. Mr. McKay led us through the site (after a
discussion with Mr. Bruce Powell and Mr. Carl Powell).
During this site inspection the Stormwater Pollution Prevention Plan (SPPP) was not produced. It was
understood that this could be produced at a later time — that it was likely in Mr. McKay's office. [During
the follow-up inspection by Susan Wilson and Kevin Barnett (DWQ) on 6/1/2010, at the Wholesale site —
DWQ did not have enough time to follow-up at the chipper site]. As with Powell Wholesale — this site
should have an updated SPPP by August 31, 2010 (if not sooner).
This site has various stormwater culverts and drainage ditches through the facility. Per Mr. McKay, all
drain to the first detention pond at the northern corner of the site. This detention pond has an overflow
to the secondary pond (and may discharge to the secondary pond during heavy rain events). To
maintain freeboard in the second pond — there are pumps at the second pond to pump water to the
first pond (at the time of inspection — it did not appear to work — Powell Industries should ensure that all
pumps are in working order and document this in the SPPP). The first pond has recycle pumps to be
used for log wetting/wastewater recycle purposes (Aquifer permit No. WQ0015487).
The vehicle maintenance area is fully enclosed. At this time, no monitoring is required from the vehicle
maintenance area (it does not appear that any discharge of stormwater resulting from the maintenance
area will be transferred to the stormwater detention pond).
The SWPPP should be updated and site inspections should be conducted as required by the 8/1/2008
permit. Although no stormwater discharge is noted —good housekeeping practices are still required, as
well as complete facility inspections (at minimum, semi-annually).
Ms. Wilson and Mr. McKay did discuss the possibility of elimination of the stormwater general permit
from this site (due to lack of discharge from the second detention pond). However, at this time DWQ
believes it to be prudent to continue under the stormwater permit. Powell Industries should be aware
that the stormwater permit does not allow the discharge of wastewater from the site (and does not
allow the co -mingling of wastewater and stormwater at the site for discharge).
DWQ recommends that Powell Industries inspect the ponds (at minimum) after rainfall events in
exceedance of the 10 year storm to ensure no runoff from the second detention pond. Please be aware
that Permit No. WQ0015487 requires that you record freeboard levels weekly and maintain on file.

North Carolina
Beverly Eaves Perdue
Governor
.tune 11, 2010
Mr. Carl B. Powell
Powell Industries
P.O. Box 65
Waynesville, NC 28786
IX IWA
NCDENR
Department of Environment and Natural
Division of Water Quality
Coleen H. Sullins
Director
SUBJECT: NPDES Stormwater Permit Compliance Inspection
(Status: Noncompliant)
Powell Industries
Permit No: NCG210099
Haywood County
Dear Mr. Powell:
Resources
NLE COPY
Dee Freeman
Secretary
This letter is in follow-up to the NPDES Stormwater Permit Compliance Inspection conducted on
May 13, 2010, by Susan A. Wilson, Division of Water Quality (DWQ), along with Andrea Keller,
Division of Waste Management. You, Mr. Bruce Powell, and Mr. Mackie McKay met with us at
the site (and Mr. McKay gave us a tour of the site).
The facility was found to be non -compliant with the following condition of permit NCG210099.
1. Stormwater Pollution Prevention Plan (SPPP)
➢ The SPPP was not produced during the site inspection May 13th (due to time
constraints, DWQ did not review on June 1, 2010, after the Powell Wholesale follow-
up site inspection). DWQ reminds Powell Industries that -
o Site inspections should be conducted as required by the 8/l/2008 permit (the
most recent general permit for the timber products industry) and noted as part of
the plan. At minimum, semi-annual inspections should be conducted. DWQ
also recommends that Powell Industries inspect the ponds, at minimum, after
rainfall events in exceedance of the 10 year storm to ensure no runoff from the
second detention pond (and record as part of the SPPP). Due to the criticality of
the pumps at the secondary pond, these should be inspected periodically to
ensure they are in working order (and so noted as part of the SPPP).
o A complete and updated site plan should be included in the SPPP.
Location: 2090 U.S. Highway 70. Swannanoa, North Carolina 28778
Phone: 828-296A50M FAX: [phone] Customer Service:1-877-623.6748
Internet www,ncwaterqua14.org
An Equal Opportunity 1 Affirmative Action Ern*yer
NoprthCarolina
Naturally

Mr. Powell
June 11, 2010
Page 2 of 2
Enclosed is a copy of the Compliance Inspection Report, which contains additional observations
and comments for your reference.
Although the system is not designed to discharge (and Ms. Wilson and Mr. McKay discussed
possible elimination of the stormwater permit), at this time DWQ believes it prudent for Powell
Industries to continue under the stormwater permit (good housekeeping and inspections are still
required as part of the SPPP). If no discharge occurs from the site to surface waters, then Powell
Industries should document "no discharge" as part of their analytical/qualitative monitoring.
The Division requires that:
The SPPP be updated and completed by August 31, 2010, if not sooner [the same deadline as
DWQ required for the Powell Wholesale site]. The document should be retained on -site for future
inspections by this office.
Please contact Susan A. Wilson, P.E. at [phone] or Susan.A.Wilson(d�ncdennggv, if you
have any questions or if you cannot meet the above -stated timeline. Please also notify her after
completion of your updated SPPP.
Sincerely,
Roger C. Edwards, Regional Supervisor
Surface Water Protection Section
Asheville Regional Office
Enc: Inspection Report
NCG210000 permit
cc: Mr. McKay, P.E., P.O. Box 157, Hazelwood, NC 28738
Central Files
ARO Niles
Andrea Keller, DWM/ARO (w/Inspection Report)
Ken Pickle, DWQ/SWPU (w/Inspection Report)
Ed Williams, DWQ/APS (w/Inspection Report)
S:\SWPX laywoodLStarmwaterlNCG2lTimberlPowell Ind NCG2100991LTR.Powell Inspection.NCG210099.6 2010.doc

Compliance Inspection Report
Permit: NCG210099 Effective: 08/01/08 Expiration: 07/31/13 Owner. Powell Industries
SOC: Effective: Expiration: Facility: Powell Industries -Haywood
County: Haywood 4595 Jonathan Creek Rd
Region: Asheville
Waynesville NC 28786
Contact Pelson: Carl B Powell Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Certification: Phone:
Inspection Date: 05/13/2010 Entry Time: 12:00 PM Exit Time: 03:00 PM
Primary Inspector: Susan A Wilson Phone: 828-294A500
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Timber Products Stormwater Discharge COC
Facility Status: ❑ Compliant ■ Not Compliant
Question Areas:
0 Storm Water
(See attachment summary)
Page: 1

Permit: NCG210099 Owner - Facility: Powall Industries
Inspection Date: 0511312010 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Page: 2

Permit: NCG210099 Owner • Facility: Powell Industries
Inspection Date: 0511312010 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?
❑ ■
❑ ❑
# Does the Plan include a "Narrative Description of Practices'?
❑ ■
❑ ❑
# 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?
❑ ■
❑ ❑
# Does the facility provide all necessary secondary containment?
❑ ■
❑ ❑
# Does the Plan include a SMP summary?
❑ ■
❑ ❑
# 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 Stormwater Facility Inspection Program?
❑ ■
❑ Q
Has the Stormwater Pollution Prevention Plan been implemented?
❑ ■
❑ ❑
Comment: The SPPP was not produced during the site visit.
Please ensure the plan is updated (by August 31, 2010 - as with NCG210097 - Powell
Wholesale).
Qualitative Monitoring
Yes
No
NA NE
Has the facility conducted its Qualitative Monitoring semi-annually?
00111111110
Comment: Not applicable at this time - no evidence of discharge from second
detention pond.(no discharge from this pond, per Mr. McKay).
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: (see note under qualitative monitoring)
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?
❑
❑
■ ❑
Page: 3

Permit: NCG210099 owner - Facility: Powell Industries
Inspection date: 05MM010 Inspection Type: Compliance Evaluation Reason for Visit: Routine
# Has the facility evaluated all illicit (non stormwater) discharges?
Comment; The SPPP (wlpermit) was not produced during the site visit. A copy of the
8/1/2008 permit will be sent with the inspection report.
The secondary pond is not intended to discharge (and there was no evidence of
discharge on the day of inspection).
❑00M
Page: 4

Inspection Summary
Powell Industries — NCG210099
Susan Wilson (DWQ) and Andrea Keller (DWM) conducted a site inspection at Powell Industries site on
5/13/2010. Powell Industries (chip mill site) is covered under Stormwater (SW) general permit
NCG210099. No notification was given prior to the site visit. Mr. McKay led us through the site (after a
discussion with Mr. Bruce Powell and Mr. Carl Powell).
During this site inspection the Stormwater Pollution Prevention Plan (SPPP) was not produced. It was
understood that this could be produced at a later time — that it was likely in Mr. McKay's office. (During
the follow-up inspection by Susan Wilson and Kevin Barnett (DWQ) on 6/1/2010, at the Wholesale site —
DWQ did not have enough time to follow-up at the chipper site]. As with Powell Wholesale — this site
should have an updated SPPP by August 31, 2010 (if not sooner).
This site has various stormwater culverts and drainage ditches through the facility. Per Mr. McKay, all
drain to the first detention pond at the northern corner of the site. This detention pond has an overflow
to the secondary pond (and may discharge to the secondary pond during heavy rain events). To
maintain freeboard in the second pond — there are pumps at the second pond to pump water to the
first pond (at the time of inspection — it did not appear to work — Powell Industries should ensure that all
pumps are in working order and document this in the SPPP). The first pond has recycle pumps to be
used for log wetting/wastewater recycle purposes (Aquifer permit No. WQ0015487).
The vehicle maintenance area is fully enclosed. At this time, no monitoring is required from the vehicle
maintenance area (it does not appear that any discharge of stormwater resulting from the maintenance
area will be transferred to the stormwater detention pond).
The SWPPP should be updated and site inspections should be conducted as required by the 8/1/2008
permit. Although no stormwater discharge is noted — good housekeeping practices are still required, as
well as complete facility inspections (at minimum, semi-annually).
Ms. Wilson and Mr. McKay did discuss the possibility of elimination of the stormwater general permit
from this site (due to lack of discharge from the second detention pond). However, at this time DWQ
believes it to be prudent to continue under the stormwater permit. Powell Industries should be aware
that the stormwater permit does not allow the discharge of wastewater from the site (and does not
allow the co -mingling of wastewater and stormwater at the site for discharge).
DWQ recommends that Powell Industries inspect the ponds (at minimum) after rainfall events in
exceedance of the 10 year storm to ensure no runoff from the second detention pond. Please be aware
that Permit No. WQ0015487 requires that you record freeboard levels weekly and maintain on file.

••A �� L LE COPY
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
June 11, 2010
Mr. Carl B. Powell
Powell Industries
P.O. Box 65
Waynesville, NC 28786
SUBJECT: NPDES Stormwater Permit Compliance Inspection
(Status: Noncompliant)
Powell Industries
Permit No: NCG210099
Haywood County
Dear Mr. Powell:
This letter is in follow-up to the NPDES Stormwater Permit Compliance Inspection conducted on
May 13, 2010, by Susan A. Wilson, Division of Water Quality (DWQ), along with Andrea Keller,
Division of Waste Management. You, Mr. Bruce Powell, and Mr. Mackie McKay met with us at
the site (and Mr. McKay gave us a tour of the site).
The facility was found to be non -compliant with the following condition of permit NCG210099.
I . Stormwater Pollution Prevention Plan (SPPP)
➢ The SPPP was not produced during the site inspection May 13`11 (due to time
constraints, DWQ did not review on June 1, 2010, after the Powell Wholesale follow-
up site inspection). DWQ reminds Powell Industries that -
o Site inspections should be conducted as required by the 8/1/2008 permit (the
most recent general permit for the timber products industry) and noted as part of
the plan. At minimum, semi-annual inspections should be conducted. DWQ
also recommends that Powell Industries inspect the ponds, at minimum, after
rainfall events in exceedance of the 10 year storm to ensure no runoff from the
second detention pond (and record as part of the SPPP). Due to the criticality of
the pumps at the secondary pond, these should be inspected periodically to
ensure they are in working order (and so noted as part of the SPPP).
o A complete and updated site plan should be included in the SPPP.
Location, 2090 U.S. Highway 70, Swannanoa, North Carolina 28778 One 1,
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-674a No1111C olina
Insemet: www ricwaterquality,org
naturally
An Equal Opportunity 1 Affirmative Action Employer

Mr. Powell
June I I, 2oj0
Page 2 of 2
Enclosed is a copy of the Compliance Inspection Report, which contains additional observations
and comments for your reference.
Although the system is not designed to discharge (and Ms. Wilson and Mr. McKay discussed
possible elimination of the stormwater permit), at this time DWQ believes it prudent for Powell
Industries to continue under the stormwater permit (good housekeeping and inspections are still
required as part of the SPPP). If no discharge occurs from the site to surface waters, then Powell
Industries should document "no discharge" as part of their analytical/qualitative monitoring.
The Division requires that:
The SPPP be updated and completed by August 31, 2010, if not sooner [the same deadline as
DWQ required for the Powell Wholesale site]. The document should be retained on -site for future
inspections by this office.
Please contact Susan A. Wilson, P.E. at [phone] or Susan.A.Wilson(a_),ncdenr_gov, if you
have any questions or if you cannot meet the above -stated timeline. Please also notify her after
completion of your updated SPPP.
Sincerely,
Roger C. Edwards, Regional Supervisor
Surface Water Protection Section
Asheville Regional Office
Enc: Inspection Report
NCG210000 permit
cc: Mr. McKay, P.E., P.O. Box 157, Hazelwood, NC 28738
Central Files
ARO Files
Andrea Keller, DWM/ARO (wlInspection Report)
Ken Pickle, DWQ/SWPU (wlInspection Report)
Ed Williams, DWQIAPS (wlInspection Report)
SASWP\HaywoodlStormwaterlNCG2lTimberTowell Ind NCG2100991LTR.Powell Inspection.NCG210099.6 2010.doc

Compliance Inspection Report
Permit: NCG210099 Effective: 08101/08 Expiration: 07/31/13 Owner: Powell industries
SOC: Effective: Expiration: Facility- Powell Industries -Haywood
County: Haywood 4595 Jonathan Creek Rd
Region: Asheville
Waynesville NC 28786
Contact Person: Carl B Powell Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representatives):
Related Permits:
Certification: Phone:
Inspection Date: - 06/13/2010 Entry Time: 12:00 PM Exit Time: 03:00 PM
Primary Inspector. Susan A Wilson Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Timber Products Stormwater Discharge COC
Facility Status: ❑ Compliant IN Nat Compliant
Question Areas:
M Storm Water
(See attachment summary)
Page: 1

Permit: NCG210099 Owner - Facility: Powell Industries
Inspection Date: 0511312010 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Page: 2

Permit: NGG210099 Owner • Facility: Powell Industries
Inspection Date: 0511312010 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?
❑
■
❑
❑
# Does the Plan include a "Narrative Description of Practices"?
❑
■
❑
❑
# 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?
❑
■
❑
n
# Has the facility evaluated feasible alternatives to current practices?
❑
■
❑
❑
# Does the facility provide all necessary secondary containment?
❑
■
❑
Cl
# Does the Plan include a BMP summary?
❑
■
Cl
❑
# 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 Stormwater Facility Inspection Program?
❑
■
❑
❑
Has the Stormwater Pollution Prevention Plan been implemented?
❑
■
❑
❑
Comment: The SPPP was not produced during the site visit.
Please ensure the plan is updated (by August 31, 2010 - as with NCG210097 - Powell
Wholesale).
Qualitative Monitoring
Yes
No
NA
NE
Has the facility conducted its Qualitative Monitoring semi-annually?
❑
❑
■
❑
Comment: Not applicable at this time - no evidence of discharge from second
detention pond (no discharge from this pond, per Mr. McKay).
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: (see note under qualitative monitoring)
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?
Cl
❑
■
# If the facility has representative outfall status, is it properly documented by the Division?
❑
❑
■
❑
Page: 3

Permit: NCG210099 Owner • Facility: Powell Industries
Inspection Date: OSII 12010 Inspection Type: Compliance Evaluation Reason for Visit: Routine
# Has the facility evaluated all illicit (non stormwater) discharges?
Comment: The SPPP (wlpermit) was not produced during the site visit_ A copy of the
8/1/2008 permit will be sent with the inspection report.
The secondary pond is not intended to discharge (and there was no evidence of
discharge on the day of inspection).
D 0 D s
Page: 4

Inspection Summary
Powell Industries — NCG210099
Susan Wilson (DWQ) and Andrea Keller (DWM) conducted a site inspection at Powell Industries site on
5/13/2010. Powell Industries (chip mill site) is covered under Stormwater (SW) general permit
NCG210099. No notification was given prior to the site visit. Mr. McKay led us through the site (after a
discussion with Mr. Bruce Powell and Mr. Carl Powell).
During this site inspection the Stormwater Pollution Prevention Plan (SPPP) was not produced. It was
understood that this could be produced at a later time — that it was likely in Mr. McKay's office. [During
the follow-up inspection by Susan Wilson and Kevin Barnett (DWQ) on 6/1/2010, at the Wholesale site —
DWQ did not have enough time to follow-up at the chipper site]. As with Powell Wholesale — this site
should have an updated SPPP by August 31, 2010 (if not sooner).
This site has various stormwater culverts and drainage ditches through the facility. Per Mr. McKay, all
drain to the first detention pond at the northern corner of the site. This detention pond has an overflow
to the secondary pond (and may discharge to the secondary pond during heavy rain events). To
maintain freeboard in the second pond — there are pumps at the second pond to pump water to the
first pond (at the time of inspection — it did not appear to work — Powell Industries should ensure that all
pumps are in working order and document this in the SPPP). The first pond has recycle pumps to be
used for log wetting/wastewater recycle purposes (Aquifer permit No. WQ0015487).
The vehicle maintenance area is fully enclosed. At this time, no monitoring is required from the vehicle
maintenance area (it does not appear that any discharge of stormwater resulting from the maintenance
area will be transferred to the stormwater detention pond).
The SWPPP should be updated and site inspections should be conducted as required by the 8/1/2008
permit. Although no stormwater discharge is noted —good housekeeping practices are still required, as
well as complete facility inspections (at minimum, semi-annually).
Ms. Wilson and Mr. McKay did discuss the possibility of elimination of the stormwater general permit
from this site (due to lack of discharge from the second detention pond). However, at this time DWQ
believes it to be prudent to continue under the stormwater permit. Powell Industries should be aware
that the stormwater permit does not allow the discharge of wastewater from the site (and does not
allow the co -mingling of wastewater and stormwater at the site for discharge).
DWQ recommends that Powell Industries inspect the ponds (at minimum) after rainfall events in
exceedance of the 10 year storm to ensure no runoff from the second detention pond. Please be aware
that Permit No. WQ0015487 requires that you record freeboard levels weekly and maintain on file.

RCF
CONSTRUCTION
COMPANY
September 29, 2008
R.C.F.. INC.
GENERAL CONTRACTOR - CRANE SERVICE
P. O. Box 3157 - 560 Hazelwood Avenue
Waynesville, North Carolina 28738
828-456-9570 FAX [phone]-- -- .- -
EMAIL: [e-mail]
North Carolina Department of Environment & Natural Resources
DWQ-Surface Water Protection
Asheville Regional Office
Starr Silvis, P.E.
Environmental Engineer
2090 U.S. Highway 70
Swannanoa, NC 28778
Dear Ms. Silvis,
Gary D. McKay, P.E.
President
ECL�;
OCT - 1 2008
MlATF :1 QUALITY SECTION
ASPrMILLE !?-CI0;�Ai. OFFICE
Following our meeting with Mr. Ed Williams and Mr. Bruce Powell concerning the
Powell Industry permit, we think these are the facts:
l . This facility was designed under the guidelines of the state and was permitted by
the state in 1998.
2. The purposes of the design were to recycle water for a log sprinkling operation,
filter particulate matter from the water and to minimize the discharge of storm
water from the site.
3. To accomplish these goals, two ponds were constructed, The upper pond contains
the sprinkling pumps and settles particles. All runoff from the site bows through
this pond as required by the permit. The purpose of the second pond is for storage
of overflow front the first pond: in order to manage storm water on the site.
4_ Since our meeting, we have had a 4.5 inch rain fall event with zero discharge from
the site and over 3 feet of freeboard in the second pond, so the design is achieving
its goals.
Given these facts, we think Powell's is in compliance with the original permit at
this time. We understood you to say that the original permit has expired. However,
that permit number is WQ0015487 and the notice of violation dated August 3, 2007
references that permit number.
In 2003, Powell Industries was issued general permit number NCG210000 for
the discharge of storm water. However, the wording of the permit excludes wood chip
mills, so this permit was issued in error.
Powell's is aware of the record -keeping requirements of the permit and has set up a
system to maintain this information.
Sinc rely, C]
ary .McKay P.E.

V
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor William G. Ross Jr., Secretary
Asheville Regional Office
Division of Waste Management
Solid Waste Section
September 22, 2008
CERTIFIED MAIL# 7002 0460 0001 9899 4605
RETURN RECEIPT REQUESTED
Bruce Powell .
Powell Wholesale Lumber
4595 Jonathan Creek Road
Waynesville, NC 28785
Re: Notice of Violation
Non Permitted Facility
Haywood County
ID# IS440801
Dear Mr. Powell:
Pursuant to North Carolina General Statutes 130A-22(a) and to 15A North Carolina Administrative
Code 13B, you are hereby informed you are operating a non -conforming solid waste disposal
site/open dump on property located at 4595 Jonathan Creek Road, Waynesville NC.
On July 23, 2008, your property (parcel PIN 8609-81-5672) in Haywood County was inspected by
myself and Deborah Aja, the Western District Supervisor, and it was determined that you have
established a non -conforming solid waste disposal site. The inspection revealed that land clearing
debris and sawmill wastes (logs, limbs, branches, bark, sawdust, etc) have been deposited in an area
measuring approximately three quarters of an acre on this site (with a vertical height of
approximately 20-25 feet). Additionally, this waste was deposited on a bed of sawdust -with -visible—
leachate pooling, and within close (15-20' proximity to a stream and within the flood plain. The
open dumping of this type of waste on this property constitutes a violation of the North Carolina Solid
Waste Management Rules, codified at 15A N.C. Admin. Code 13B; specifically:
15A NCAC 13B .0201(a) which states that "no person shall establish, or allow to be established, on
his land a solid waste disposal facility, or otherwise treat, store, or dispose of solid waste unless a
permit for this facility has been obtained by the Division."
You are in violation of Section 15A NCAC 13B .0201(a) in that you have established a solid waste
management facility without a permit from the Division.
2090 US Highway 70, Swannanoa, North Carolina, 28778
Phone: [phone] FAX: [phone] Internet: www,enr.slate.nc.uslenr
An Equal opportunity 1 Affirmative Action Employer -- 50% Recycled 110% Post Consumer Paper

0
The following actions will bring you into compliance with 15A N.C.A.C. 13B of the Solid
Waste Management Rules:
Immediately discontinue dumping illegal waste, and by November 17, 2008, comply with
regulations concerning open dumps, Section .0502 of 15A NCAC 13B, as follows:
I. Contact Andrea Keller [phone] prior to commencing cleanup operations;
II. Remove all solid waste from the site including any buried waste and properly dispose
of in a facility permitted by the Division of Solid Waste Management;
III. Provide proof that the waste was disposed of properly by mailing copies of all landfill
receipts to Andrea Keller, Solid Waste Section, Department of Environment, and
Natural Resources, 2090 US Highway 70, Swannanoa, NC, 28778;
NOTE: Burning of waste in place is not permissible.
Pursuant to N.C.G.S. 130A-22(a) and 15A N.C.A.C. 13B .0701 - .0707, an administrative penalty of up
to $15,000.00 per day may be assessed for violation of the Solid Waste Management Laws or
Regulations.
Of additional note: General operations at your facility include the treatment and processing (T/P)
of residual byproducts of your sawmill activities into sawdust and mulch for further sale/use. At this
time, this activity does not constitute either the establishment of a solid waste facility (as referenced
above) nor does it require that this activity be permitted through the state of North Carolina. The
wastes referenced above have been illegally disposed of on site, and do not meet the definition of T/P
waste/activities.
If you have any questions regarding this matter, please contact me at [phone]. Thank you for
your cooperation,
Sincerely,
Andrea Keller
Environmental Senior Specialist
Solid Waste Section
cc: Mark Poindexter, Field Operations Branch Head
Deb Aja, Western District Supervisor
Roger Edwards, Surface Water Protection
2090 US Highway 70, Swannanoa, North Carolina, 28778
Phone: [phone] FAX: [phone] Internel: www.enr.state. nc.uslenr
An Equal Opporlunily 1 Affirmalive Action Employer — 50% Recycled 110% Post Consumer Paper

* Required Fields
1D Number:
Nortb Caruuna Department of Environment and Nat-, al Resources
Division of Waste Mana¢ement/Solid Waste Section
Complaint Investio_ation
*ID Number:
IS 44 08 01
*Date Received:
NIA
*County:
IHAYWOOD
*Received By:
TH
*Investigator:
ANDREA KELLER
*Mechanism Received By:.
REFERRAL
*Investigator Received:
N/A
*Status:
OPEN
*Description of Complaint:
Open Dump
Beneficial Fill
❑
Industrial Waste
Storage
❑
LCID Waste
®
Used Oil
❑
Com ostin TP
El
C&D Waste
❑
Scrap Tires
❑
Transporting
❑
Municipal Waste
Scrap Metal
❑
Land Application
❑
Medical Waste
❑
Hazardous Waste
❑
Open Burning
❑
White Goods
❑
Se toe
❑
Complaint Comments:
AT POWELL WHOLESALE LUMBER TO REVIEW TIP OPERATIONS. BACK SIDE OF PROPERTY, BY CREEK, FOUND
--0.7 ACRE AREA X —20' HEIGHT - CONTAINED LAND CLEARING AND SAWMILL BYPRODUCT DEBRIS. DEBRIS ON
SAWDUST PLATFORM, LEACHATE PONDING OBSERVED.
*Physical Location:
Physical Address:
4595 JONATHAN CREEK ROAD
City:
WAYNESVILLE 28785
Directions to Site
WEST ON 1-40, EXIT 20 ONTO JONATHAN CREEK ROAD/US-276, SITE ON LEFT SIDE OF H WY
276. REAR OF PROPERTY (PAST TIP MULCHING OPERATIONS)
GPS Coordinate (N):
35.584408,
GPS Coordinate (E):
-83,008103
Parcel Number:
8609-81-5672
Prope5y Owner Name:
POWELL INDUSTRIES
Parcel Number:
Property Owner Name:
Depth of Waste (feet):
—20
Len th of Waste (feet):
--200
_Approximate Acreage:
0.7
Width of Waste (feet):
--75
USGS Quad Name:
Dates of Aerial Photos:
*Responsible Party Information:
RP Last Name:
POWELL
RP First Name:
BRUCE
RP Address:
4595 JONATHAN CREEK RD
RP City:
WAYNESVILLE
RP State:
NC
RP Zip:
28785
RP Main Phone:
828-926-0848
RP Alt Phone or Cell Phone:
RP Affiliation to Site:
MNGR
RP Business:
SAWMILL
*Complainant Information:
CP Last Name:
NIA
CP First Name:
CP Address:
CP City:
CP State:
CP Zip:
CP Main Phone:
CP Alt Phone or Cell Phone:
CP Affiliation to Site:
Call Back Requested:
Yes No
*Disposition:
No Violation(s) Found:
Date:
Removed to Approved Site
Date:
Violation(s) Corrected
Date:
Referred To:
Date.
Closed On -Site
Date:
Referred To:
Date:
Revised I UO3/2004

' Required Fields
Copies To and Date:
1D Number;
*Date
*Action
05/30/08
TROY 1 ARRISON ON SITE TO DISCUSS TIP ACTIVITES WITH MITCHELL POWELL.
TOOK PHOTOS
07/23/08
ANDREA KELLER. DEB AJA ON SITE. TOOK PHOTOS OF LAND CLEARING DEBRIS,
SAWMILL BYPRODUCTS, SAWDUST, ETC. WASTE WAS DISPOSED ON SITE, AS
ABOVE -GROUND WASTE PILE. 75X200X20 APPROX. DIMENSIONS. NEAR CREEK
(-15-20'). PONDING OBSERVED ON SAWDUST PLATFORM (SAWDUST USED TO
CREATE LEVEL 'FIELD' FROM TIP AREA TO EXTENT OF DEBRIS PILE. PONDING
WAS OFF-COLOR/TANNIC. WASTE PILE WAS FADED/DECOMPOSED/SOME
VEGETATION.
09/3/08
SPOKE WITH MITCHELL POWELL REGARDING TIP REQUIREMENTS. NO PERMIT
REQUIRED TO PROCESS INDUSTRY BY-PRODUCTS (FROM THE SAWMILL
FACILITIES). DISUSSED WASTE PILE WITH M.P.- HE STATED THAT THERE WAS
"NO INTENDED USE" FOR THE EXISTING WASTE PILE. DISCUSSED PENDING NOV,
DIRECTED TO MAIL NOV TO: BRUCE POWELL.
09/22/08
NOV MAILED.
Revised 11/03/2004

aceAnalytical
www.pacelabs.com
i
i
August 07, 2008
Mr. Doug Williams
Mountain Environmental
1560 Pisgah Drive
Canton, NC 28716
Pace Analytical AD., Inc.
—' 2225 Riverside Dr.
Ashevi8e, NC 28804
[phone]
RE: Project: Powell Ind.8-RCF01-ZA
Pace Project No.: 9224951
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)B75-9092
Dear Mr. Williams:
Enclosed are the analytical results for sample(s) received by the laboratory on August 06, 2008. 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
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
copo
:'LI-IGI ,=-
Page 1 of 8

2aceAnalytical"'
' www.pactoeta cam
i
Project: Powell Ind.8-RCF01-ZA
Pace Project No.: 9224951
Pace Analytical & s, Inc.
2225 Riverside Dr.
Asheville, NC 28804
(8281254-7176
CERTIFICATIONS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28076
[phone]
Charlotte Certification Ids
Virginia Certification Number: 00213
North Carolina Wastewater Certification Number: 12
Tennessee Certification Number: 04010
North Carolina Drinking Water Certification Number: 37706
South Carolina Bioassay Certification Number: 990060003
Louisiana/LELAP Certification Number: 04034
South Carolina Certification Number: 990060001
Kansas Certification Number: E-10364
North Carolina Field Services Certification Number: 5342
FloridalNELAP Certification Number: E87627
Asheville Certification 10s
Virginia Certification Number: 00072 North Carolina Wastewater Certification Number: 40
Tennessee Certification Number: 2980 North Carolina Drinking Water Certification Number: 37712
South Carolina Bioassay Certification Number: 99030002 New Jersey Certification Number: NC011
South Carolina Certification Number: 99030001 Louisiana/LELAP Certification Number: 03096
Pennsylvania Certification Number: 68-03578 FloridafNELAP Certification Number: E87W
North Carolina Bioassay Certification Number: 9
Eden Certification IDS
North Carolina Wastewater Certification Number: 633 North Carolina Drinking Water Certification Number: 37738
Virginia Drinking Water Certification Number: 00424
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
�ff_1Cil C
Page 2 of 8

e Pace Analytical, as, Inc.
acemalytica! 2225 Riverside Dr.
�2 wwwpac b&cnm Asheville, NC 28804
1
[phone]
ANALYTICAL RESULTS
PaceAnalytic8l Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: Powell Ind, 8-RCF01-ZA
Pace Project No.: 9224951
Sample: 1-Plant Lab lD: 9224951001 Collected: 08/06/08 12:40 Received: 08/06/08 14:25 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
1664 SGT-HEM, TPH Analytical Method: EPA 1564A
Total Petroleum Hydrocarbons IND mg1L 5.0 1 08/07108 14:37
9040 pH Analytical Method: EPA 9040
pH 8.1 Std. Units 0.10 1 08/07/08 16:53 H6
Date: 08/07/2008 04:56 PM
REPORT OF LABORATORY ANALYSIS
This report shall not W reproduced, except in NO,
without the written consent of Pace Analytical Services, Inc.
Page 3 of 8

Pace Analytical as, Inc.
2aceAnalXicalo
2225 Riverside Dr
wwpatelabsmm Asheville, NC 28804
[phone]
I
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Swte 100
Huntersville, NC 28078
[phone]
Project: Powell Ind, 8-RCF01-ZA
Pace Project No.: 9224951
Sample: 1-Recycle Lab ID: 9224951002 Collected: 08/06108 13:10 Received: 08106/08 14:25 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No, Qual
1664 SGT-HEM, TPH Analytical Method: EPA 1664A
Total Petroleum Hydrocarbons ND mg/L 5.0 1 08I07/08 14-37
9040 pH Analytical Method: EPA 904D
pH 6,1 Std. Units 0.10 1 08/07/08 16:53 H6
Date: 08/07/2008 04:56 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 8

2ceAnalXical
www.pacelabs.com
1
Project: Powell Ind.8-RCF01-ZA
Pace Project No.: 9224951
Pace Analytical is, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kinc6yAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: 1-Stormwater Lab ED: 9224951003 Collected: 08106/08 13:00 Received: 08106108 14:25 Matrix_ Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Quaff
1664 SGT HEM, TPH Analytical Method: EPA 1664A
Total Petroleum Hydrocarbons ND mglL 5.0 1 08f07/08 14:38
9040 pH Analytical Method: EPA 9040
pH 7.5 Std. Units 0,10 1 08/07/08 16:53 H6
Date: 08/07/2008 04:56 PM REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.,
.cco�
Page 5 of 8

aceAna.paoelabs.carnlytical
� ,Hvw
i
Project: Powell Ind_ 8-RCFQI-ZA
Pace Project No.: 9224951
Face Analytical ;as, Inc.
2225 Riverside Dr
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: WET14970 Analysis Method: EPA 9040
QC Batch Method: EPA 9040 Analysis Description: 9040 pH
Associated Lab Samples: 9224951001, 9224951002, 922495100a
SAMPLE DUPLICATE: 150052
9224951001 Dup
Parameter Units Result Result RI
pH Std. Units 8.1 8.2
Date: 08/07/2008 04:56 PM REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services. Inc..
Qualifiers
1 H6
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersviile, NC 28078
[phone]
Page 6 of 8

aceAnalyfical
-- ..pacerabs.00m
1
Pace Analytical b ^ Inc. Pace Analytical Services, Inc.
2225 Riverside Dr. 9800 Kincey Ave. Suite 100
Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
QUALITY CONTROL DATA
Project: Powell Ind.8-RCF01-ZA
Pace Project No.: 9224951
QC Batch: GCSV13416
Analysis Method:
EPA 1664A
QC Batch Method: EPA 1664A
Analysis Description:
1664 SGT-HEM,
TPH
Associated Lab Samples: 9224951001. 9224951002,
9224951003
METHOD BLANK: 150268
Associated Lab Samples: 9224951001, 9224951002.
9224951003
Blank Reporting
Parameter Units
Result Limit
Qualifiers
Total Petroleum Hydrocarbons mg1L
ND 5.0
LABORATORY CONTROL SAMPLE: 150269
Spike LCS
LCS
%Rec
Parameter Units
Conc. Result
% Rec
Limits
Qualifiers
Total Petroleum Hydrocarbons mg/L
20 24.2
121
64-132
MATRIX SPIKE SAMPLE: 150270
9224951003 Spike
MS
MS
% Rec
Parameter Units
Result Conc.
Result
% Rec
Limits Qualifiers
Total Petroleum Hydrocarbons mg1L
ND 22.7
17-4
71
64-132
Date: 08/07/2008 04:56 PM
REPORT OF LABORATORY ANALYSIS
This report shalt not be reproduced, except in frill,
without the written consent of Pace Analytical Services, InC..
Page 7 of 8

_N aceanafyticale
ww+vparaefabs.com
i
QUALIFIERS
Projecl: Powell Ind.8-RCF0I-ZA
Pace Project No.: 9224951
DEFINITIONS
Pace Analytical , _es, Inc.
2225 Riverside Or
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Susie 100
Huntersville, NC 28078
[phone]
OF - 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.
NO - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL-AdjustedMethod Detection 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(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 anaiytes.
ANALYTE QUALIFIERS
H6 Analysis initiated more than 15 minutes after sample collection.
Date: 08/0712008 04:56 PM
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 8

:rto.4nallitiral®>
CHAIN -OF -CUSTODY 1 AnalyticalRequest Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
i v� r �yvr rr rury r.rvu, , ..•
'Page:
of
Section A Section B
Section C
Required Client Information: Required Project Information:
invoice Information:
Company i Report To:
M �11} �` rl ' (17 i1 jl l e,1�
j y Ii Attention: [�
`�4 Y i✓t S l '� ' It,
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Address Copy To: N Company Name:
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❑ NPOES
❑ GROUNDWATER
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Address:
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ALLCC20rev,3,31
Mar05
' 7

aceAnalytical
i~pacelabs.=n
August 07, 2008
Mr. Doug Williams
Mountain Environmental
1560 Pisgah Drive
Canton, NC 28716
RE: Project: Powell Ind.8-RCF0I-ZA
Pace Project No.: 9224951
Pace Analytical Services, Inc.
2225 Riverside Dr.
Ashevilfe, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Dear Mr. Williams:
Enclosed are the analytical results for sample(s) received by the laboratory on August 06, 2008. 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,
Lorri Patton
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be mproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 1 of 8

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
25ceAnalytiical 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
yNyK,.pecobicore Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
t
CERTIFICATIONS
Project: Powell Ind.8-RCFOI-ZA
Pace Project No,: 9224951
Charlotte Certification IDs
Virginia Certification Number: 00213 North Carolina Wastewater Certification Number: 12
Tennessee Certification Number: 04010 North Carolina Drinking Water Certification Number: 37706
South Carolina Bioassay Certification Number: 990060003 Louisiana/LELAP Certification Number: 04034
South Carolina Certification Number: 990060001 Kansas Certification Number: E-10364
North Carolina Field Services Certification Number: 5342 Florida/NELAP Certification Number: E67627
Asheville Certification IDs
Virginia Certification Number: 00072 North Carolina Wastewater Certification Number: 40
Tennessee Certification Number: 2980 North Carolina Drinking Water Certification Number: 37712
South Carolina Bioassay Certification Number: 99030002 New Jersey Certification Number: NCO11
South Carolina Certification Number: 99030001 Louisiana/LELAP Certification Number: 03095
Pennsylvania Certification Number. 68-03578 Ftorida/NELAP Certification Number: E87W
North Carolina Bioassay Certification Number 9
Eden Certification IDS
North Carolina Wastewater Certification Number: 633 North Carolina Drinking Water Certification Number: 37738
Virginia Drinking Water Certification Number: 00424
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc
Page 2of8

Pace Analytical Services, Inc.
aceMalytical ® 2225 Riverside Dr.
www.pacelaAs.oam
Asdevflle, NC 28804
[phone]
i
ANALYTICAL RESULTS
Pate Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: Powell Ind.8-RCF0I-ZA
Pace Project No.: 9224951
Sample: 1-Plant Lab 10: 9224951001 Collected: 08/06/08 12:40 Received: 08106/08 14:25 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
1664 SGT-HEM, TPH Analytical Method: EPA 1664A
Total Petroleum Hydrocarbons ND mg1L 5.0 1 08/07/08 14:37
9040 pH Analytical Method: EPA 9040
pH 8.1 Std. Units 0.10 1 08/07/08 16!53 H6
Date: 08107/2008 04:56 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, inc..
4•i5 '::
�tnelac�=
Page 3 of 8

® Pace Analytical Services, Inc.
aeeAnalytical 2225 Riverside Dr.
wwwpacelabs.ewn Asheville, NC 28804
1
[phone]
ANALYTICAL RESULTS
Project: Powell Ind.8-RCF0I-ZA
Pace Project No.: 9224951
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: 1-Recycle Lab ID: 9224951002 Collected: 0810610811310 Received: 08/06/08 14:25 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No.
1664 SGT-HEM, TPH Analytical Method: EPA 1664A
Total Petroleum Hydrocarbons ND mglL 5.0 1 08/07/08 14:37
9040 pH Analytical Method: EPA 9040
pH 6.1 Std. Units 0.10 1 08/07/08 16:53
Date: 08/07/2008 04:56 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Qual
H6
Page 4 of 8

acealytical
wxw.paCW@bs.M71
i
Project: Powell Ind.8-RCF01-ZA
Pace Project No.: 9224951
Pace Analytical Services, Inc. Pace Analytical Services, fnc-
2225 Rnrcrside or. 9800 Kincey Ave. Suite 100
Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Sample: 1-Stormwater Lab ID: 9224951003 Collected: 08/06/08 13:00 Received: 08/06/08 14:25 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
1664 SGT-HEM, TPH Analytical Method: EPA 1664A
Total Petroleum Hydrocarbons ND mg1L 5.0 1 08/07/08 14:38
9040 pH Analytical Method: EPA 9040
pH 7.5 Std. Units 0.10 1 08/07108 16:53 H6
Date: 08/07/2008 04:56 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
Page 5 of 8

aceAnalytical
www.pacelabs.ocm
I
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: Powell Ind.8-RCF0I-ZA
Pace Project No.: 9224951
QC Batch: WET74970 Analysis Method: EPA 9040
QC Batch Method: EPA 9040 Analysis Description: 9040 pH
Associated Lab Samples: 9224951001, 9224951002, 9224951003
SAMPLE DUPLICATE: 150052
Parameter
pH
Date: 08/0712008 04756 PM
9224951001 Dup
Units Result Result
Std. Units 8.1 S.2
RPD Qualifiers
1 H6
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Anatytical Services, Inc..
�Ic
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 6 of 8

o Pace Analytical Services, Inc. Pace Analytical Services, Ino.
aceAnalytical 2225 Riverside Or, 9800 KinceyAve. Suite lo0
,vatv.Pscekhscom Ashevilie, NC 28804 Huntersville, NC 2BO78
[phone] [phone]
QUALITY CONTROL DATA
Project: Powell Ind_ 8-RCF0I-ZA
Pace Project No.: 9224951
QC Batch: GCSV/3416 Analysis Method' EPA 1664A
QC Batch Method: EPA 1664A Anatysis Description: 1664 SGT-HEM, TPH
Associated Lab Samples: 9224951001. 9224951002, 9224951003
METHOD BLANK: 150268
Associated Lab Samples: 9224951001. 9224951002, 9224951003
Blank Reporting
Parameter Units Result Limit Qualifiers
Total Petroleum Hydrocarbons mg/L ND 5.0
LABORATORY CONTROL SAMPLE:
Parameter
150269
Units
Spike LCS
Conc. Result
LCS
% Rec
% Rec
Limits
Qualifiers
Total Petroleum Hydrocarbons
mg/L
20 24.2
121
64-132
MATRIX SPIKE SAMPLE:
150270
9224951003 Spike
MS
MS
% Rec
Parameter
Units
Result Conc.
Result
°lo Rec
Limits Qualifiers
Total Petroleum hydrocarbons
mg/L
ND 22.7
17.4
71
64-132
Date: 08/07/2008 04:56 PM REPORT OF LABORATORY ANALYSIS Page 7 of 8
This report shO not be reproduced, except in Full,
without the written consent of Pace Analytical Services, Inc.,
.eee,

e Pace Analytical Services, Inc. Pace Analytical Services, Inc.
;aceAnalytical 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
11—�l
WWW.,>acean's Mn
Ashev4le, NC 28804 Huntersole. NC 28078
1 [phone] [phone]
QUALIFIERS
Project: Powell Ind 8-RCFOI-7-A
Pace Project No.: 9224951
DEFINITIONS
OF - 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 to Azobenzene.
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.
ANALYTE QUALIFIERS
H6 Analysis initiated more than 15 minutes after sample collection.
Date: 08/0712008 04:56 PM REPORT OF LABORATORY ANALYSIS Page 8 of 8
This report shag not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
y�1]P.�Cti

50
Tr -A aaeAnalytical _.
Section A
Required Client Information:
CHAIN -OF -CUSTODY 1 Analytical Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section B Section C
Required Project Information: Invoice InfoirT ation
Page: of
7 nnl R?q
Company II 4 rr Report To: '�
t�i1Lf:{i)11}-Y1411jr�1 �r
I 44 ( Attenlion:
�I°I�•f i� ) l !l -Z
Address Copy To:
Q �-)
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Company Name: �+/� I
E.
❑ NPOES
❑ GROUND
WATER fl DRINKING
WATER
sSCI K r. J't
I'�UU,i!c.:l, �11.
❑ LIST
❑ RCRA
❑ Other
C '1 it ! - �. s.- i 4 L I ! Oti�+l i! ,
. ='�V `''..
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❑GA E31 DINCM1 ❑MN
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Email To: Purchase Order No,:
1WiLILi'i'A QOAa.��in.,itrlvr..,r,.,i�tii.�.:n
Pace Quote Refolence: 1
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❑OH t]SC DWI [IOTHER
Phone j- 4 Fax ,I( `` (( Project Name:
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Requested Due Oate1TAT: n �( I Project Number,
I
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'"-! Pace Profile #;
- I� 1., I -- {� ll ! I �,�
� l r � (�
Fillered(YINj
Reglysis d
.
Valid Matrix Codas
cpctlon ❑ Required Client Information MATRIX CODE
a
,
Preservatives
Analysis:
DRINKING WATER DW
WATER W
SAMPLE
Lu w:
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(A-Z, 0-91,) WIPE WP
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COMPOSITE START COMPOSITE ENDIGRAS � � � � a
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Samples IQs MUST BE UNIQUE OTHER OT
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DATE TIME DATE TIME j i
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Additional Comments:
■ a,
117.
.
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S7AMPLE CONDITION
-� fi f1 ''r3 �r ,� �"�`r':%G"�'�, i- ;.
z
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PRINT Name of }SAMPLER:
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SEf REVERSE SIPS FOR INSTRUCTIONS
SIGNATURE of SAMPLER:
GATE Signed
{MMl.Iii}IYY)
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w _
AL10020rov.3.3IMarO5

tM
United Slates Environmental Protection Agency
Form Approved.
EPA Washington, D.0 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/molday Inspection Type Inspector Fac Type
1 U 2 L51 31 �NCG210099 111 121 06/09/13 117 181'1 191.Gt 201IJ
L! LJ
Remarks
2111IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIs
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 CIA-
80
671 `fig 70I 31 71 I I 72 j tv 73 L_U 74 751 , I_ I [_ I 11
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
09:10 AM 06/09/13
03/05/01
Powell Industries _ Haywood
Exit Time/Date
Permit Expiration Date
4595 Jonathan Creek Rd
Waynesville NC 2B786
10:30 AM 06/09/13
08/04/30
Name(s) of Onsile Representative(s)1Titles(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Carl B Powell,Po Box 65 Waynesville NC 28786//B28-926-9114/828926911 Na
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Operations & Maintenance 0 Facility Site Review 0 Storm Water
Section D: SummaEy of Finding/Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Laurie L Moorhead ARO WQ//828-296-450C Exz.4664/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
Roger C Edwards ARO WQ//B28-296-4500/
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

_..
NPDES yrimolday Inspection Type (cont. 1
3� NCG21 L !11 12� - 06/09/13 17 18 _,
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Powell Industries refers to this site as Suncrest where it runs a chipping facility. The permittee maintains a
wastewater recycyling system which collects all stormwater, diverting it into a pond that is used for wet
decking the timber onsite. The pond has an overflow into a second pond which never discharges. Makeup
water is withdrawn from Jonathans Creek as needed.
Upon conferring with the Stormwater Permitting Unit, it is recommended that the permittee request
rescission of this stormwater permit NCG210099 and maintain all permit coverage under the appropriate
wastewater recycling nondischarge permit. At the time of inspection, the nondischarge permit was expired
but the permittee had already contacted the appropriate nondischarge permitting staff in order to seek
permit renewal.
Note that in order to initiate a stormwater permit rescission, the permittee must send a letter requesting
rescission and stating the justification for such to the Stormwater Permitting Unit in Raleigh. The contact
information and address are included in the stormwater permit.
Page # 2

Permit: NCG210099 Owner - Facility: Powell industries - Haywood
Inspection Date: 0911312006 Inspection Type: Compliance Evaluation
Operations & Maintenance
Is the plant generally clean with acceptable housekeeping?
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ❑ ❑ ■ ❑
Judge, and other that are applicable?
Comment:
U
Page # 3

0 \N A 7-
FR
Q Michael F. t=aslew y, Governor
b
C.wiNiam G. Ross Jr., Secretary
6 � North Carolina department o€ Environment and Natural Resources
� _ Alan W. Klimek, P.E. Director
-u -
Q , Division of Water Quality
Asheville Regional Office
SURFACE WATER PROTECTION SECTION
September 18, 2006
Mr. Mitch Powell
Powell Industries
P.O. Box 65
Waynesville, NC 28786
SUBJECT: Compliance Evaluation Inspections
Status: Compliant
Powell Industries
Permit No: NCG210097
Permit No: NCG210099
Haywood County
Dear Mr. Powell:
Enclosed please find copies of the stormwater inspection reports from the inspections
conducted on September 13, 2006, Both facilities were found to be in Compliance with permits
NCG210097 and NCG210099, respectively.
As we discussed for the Suncrest facility (NCG210099), I consulted our Stormwater
Permitting Staff and determined that as all stormwater is captured as part of the wastewater
recycling system and never leaves, a stormwater permit is not needed. You are advised to
request rescission of this particular permit but to continue permit coverage under your existing
nondischarge wastewater recycle permit.
Please refer to the enclosed inspection reports for additional observations and
comments. If you have any questions, please call me at 828-296-4500.
Sincerely,
Laurie L. Moorhead
Environmental Specialist
Enclosures
cc: Danny Smith, NPS Assistance & Compliance Oversight
ARO - Stormwater Compliance Files
Central Files
one
No=thCarolina
✓1�ntrrrrr!!y
2090 U.S. Highway 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1 877 623-6748

United Slates Environmental Protection Agency
Form Approved.
E P ^H Washington. D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type inspector Fac Type
1 1 NI 2 1 51 31 NCG210099 1 11 121 06/09/13 1 17 181 CI 191 SI 201 1
Remarks
211 1 1 1 1 1 1 1 1 1 1 1_-L 1 1 L_1.1 11-1 1 1 I l 1 i 1__L 1 1 L- . I 1_-1 1 1 1 1 1 1 1 1 Ll6
Inspection Work Days Facility Self -Monitoring Evaluation Rating 131 QA ------ ---------------Reserved -------- ---------
671 169 701 31 711 1 721 F 1 73I I 174 751 1 1 1 1 1 1 1 80
W
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
09:10 A24, 06/09/13
03/05/01
Powell Industries - Haywood
Exit Time/Date
Permit Expiration Date
4595 3onauhan Creek Rd
Waynesville NC 28786
10:30 AM 06/09/13
03/04/30
Name(s) of Onsite Representative(s)(fitles(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible Official/fiflelPhone and Fax Number
Contacted
Cara B Foweli,PO Bost 65 Waynesville NC 28786//704-926-5114/
140
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Operations & Maintenance 0 Facility Site Review E Storm Water
Section D: Summary of Find in (Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Laurie L Moorhead ARO WQ//82B-296-4500 Ext.4664/
.
Signature of Management Q A Reviewer Age ncylOMre/Phone and Fax Numbers Date
Q rS 0 6
Roger C Edwards�R6 ARO WQ//828-296-4500/
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

M
NPDES yrtmalday Inspection Type
NCG210099 I11 12I 06/09/13 i17 181C:I
(con[.) 1
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Powell Industries refers to this site as Suncrest where it runs a chipping facility. The permittee maintains a
wastewater recycy;ing system which collects all stormwater, diverting it into a pond that is used for wet
decking the timber onsite. The pond has an overflow into a second pond which never discharges. Makeup
water is withdrawn from Jonathans Creek as needed.
Upon conferring with the Stormwater Permitting Unit, it is recommended that the permittee request
rescission of this stormwater permit NCG210099 and maintain all permit coverage under the appropriate
wastewater recycling nondischarge permit. At the time of inspection, the nondischarge permit was expired
but the permittee had already contacted the appropriate nondischarge permitting staff in order to seek
permit renewal.
Note that in order to initiate a stormwater permit rescission, the permittee must send a letter requesting
rescission and stating the justification for such to the Stormwater Permitting Unit in Raleigh. The contact
information and address are included in the stormwater permit.
Page # 2

Permit: NCG210099
inspection Date: 09/13/2006
Operations & Maintenance
Is the plant generally clean with acceptable housekeeping?
Owner - Facility: Powell Industries - Haywood
Inspection Type:, Compliance Evaluation
v...e U— .1e do
■000
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, 00. Sludge n ❑ ■
Judge, and other that are applicable?
Comment:
Page # 3

Michael F. Easley. Governor
William G. Ross Jr„ Secretary
North Carolina Dt,. ­ tment of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Asheville Regional Office
AQUIFER PROTECTION
August 3, 2007
CERTIFIED MAIL. 7006 2150 0005 2458 8320
RETURN RECEIPT REQUESTED
Carl B. Powell, Jr.
Powell Industries
Post Office Box 65
Waynesville, North Carolina 28786
Subject: NOTICE OF VIOLATION
NOV-2007-PC-0514
Compliance Evaluation Inspection
Powell Industries -Chipper Mill
Permit No, W00015487
Haywood County
Dear Mr. Powell:
Enclosed please find a copy of the Inspection Report from the inspection conducted on August 1, 2007. Ed Williams of
the Asheville Regional Office conducted the inspection and found the treatment facility to be in violation of Permit
W00015487 for the following:
Compliance Issue
Illegal discharge to waters of the State
The inspection revealed that the lower pond, which is to be specifically utilized for stormwater containment and
treatment, is receiving process waste from the "wet decking" facility and mill wash/cooling water. It is then
discharging this waste through an outlet to an un-named tributary to Jonathan's Creek.
To rectify the situation, the following actions need to be taken:
1. Cease the discharge of mill washwaterlcooling water. Consult an engineer for a viable alternative to this
discharge, A possible solution may be tapping the discharge into the town's sanitary sewer system.
2. Cap any drains that drain water from the wet decking facility to the stormwater pond. All water from the wet
decking facility should drain directly to the wet decking recycle pond.
3. Install a freeboard marker in the recycle pond. At least two feet of freeboard should be maintained in the
recycle pond at all times.
4. Dispose of the process waste currently in the stormwater pond in accordance with environmental regulations.
Pumping and hauling the waste to the town's wastewater treatment plant may be required. Contact the town
for permission.
[fin hCarolina
irttrra!!�
North Carolina Division of Water Quality-- Asheville Regional Office 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone]
Aquifer Protection Section FAX [phone]
Customer Service I-877.623-6748
Internet: h2o.emstate.nc us
An Equal Opportunity/Affirmative Acdon Employer — 50% Recycled/ 10% Post Consumer Paper

To prevent further action, carefully revt_w this violation and respond in writing to this office within fifteen (15) working y �.
days of receipt of this letter. You should address the causes of noncompliance, how you plan to remedy the problem
and all actions taken to prevent the recurrence of similar situations. Please be advised that this Notice does not
prevent the Division of Water Quality from taking enforcement actions for this violation or any past or future violation.
Furthermore, the Division of Water Quality has the authority to levy a civil penalty of not more than $25,000.00 per
day per violation. If you should have any questions, please do not hesitate to contact Ed Williams at 828/296-4500,
Si re y,
G. Landon Davidson, .G.
Aquifer Protection Supervisor
Attachment
cc: Aquifer Protection Central Files
Aquifer Protection Section tAPCU
Asheville _Regional Office APS Files
r—Linda.Wiggs, ARO Surface -Water Section

Compliance Inspection Report
Permit: W00015487 Effective: 11/17/06 Expiration: 10/31/11 Owner: Powell Industries
SOC: Effective: Expiration: Facility: Powell Industries -Chipper Mil
County: Haywood 4595 Jonathan Crek Rd
Region: Asheville
Waynesville NC 28785
Contact Person: Mitchell Powell Title: Phone: [phone]
Directions to Facility:
Hwy 40 west of Asheville to Hwy 276 south exit toward Maggie Valley. Go about 1 mile and facility is on the right.
System Classifications:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 08101/2007 Entry Time: 01:30 PM
Primary Inspector: Edward M Williams
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: Wastewater Recycling
Facility Status: 0 Compliant ® Not Compliant
Question Areas:
® Miscellaneous Questions
(See attachment summary)
Exit Time: 02:30 PM
Phone:
Inspection Type: Compliance Evaluation
Page:

Permit: W00015487 Owner - Facility: Powell Industries
Inspection Date: 0810112007 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary_
The inspection revealed that the lower pond, which is to be specifically utilized for stormwater containment and treatment,
is receiving process waste from the "wet decking" facility and mill wash/cooling water. It is then discharging this waste
through an,outlet to an un-named tributary to Jonathan's Creek.
There is no freeboard marker in the recycle pond, A marker should be installed and at least two feet of freebaord should
be maintained.
Type
Yes
Infiltration System
❑
Reuse (Quality)
❑
Activated Sludge Drip, LR
❑
Activated Sludge Spray, HR
n
Activated Sludge Spray, LR
Q
Single Family Spray, LR
❑
Lagoon Spray, LR
❑
Single Family Drip
❑
Recycle/Reuse
Page: 2

7
M.
0
10
Some of the buffers specified above may not have been included in previous permits for this waste
treatment and disposal system. These buffers are not intended to prohibit or prevent modifications,
which are required by the Division, to improve performance of the existing treatment facility. These
buffers do, however, apply to modifications of the treatment and disposal facilities that are for the
purpose of increasing the flow that is tributary to the facility. These buffers do apply to any
expansion or modification of the irrigation areas and apply in instances in which the sale of property
would cause any of the buffers now complied with, for the treatment and disposal facilities, to be
violated. The applicant is advised that any modifications to the existing facilities will require a permit
modification.
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a formal pen -nit request must be submitted to the Division of Water
Quality (Division) accompanied by an application fee, documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of the request will be considered on its merits
and may or may not be approved.
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those actions that may be required by this
Division, such as the construction of additional or replacement treatment or disposal facilities.
The residuals generated from these treatment facilities must be disposed in accordance with General Statute
143-215.1 and in a manner approved by the Division.
The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface or
groundwaters resulting from the operation of this facility.
The facilities shall be effectively maintained and operated as a non -discharge system to prevent the
discharge of any wastewater resulting from the operation of this facility.
Diversion or bypassing of untreated wastewater from the treatment facilities is prohibited. Waters in the
recirculation pond shall not be discharged to the stormwater pond.
1.1. A waste -level gauge to monitor waste levels in the recirculation pond, shall be installed within 60 days of
issuance of this permit. This gauge shall have readily visible permanent markings indicating the maximum
liquid level at the top of the temporary liquid storage volume, minimum liquid level at the bottom of the
temporary liquid storage volume, and top of the dam elevations. Caution must be taken not to damage the
integrity of the liner when installing the gauge
12. Freeboard in the recirculation pond shall not be less than two feet at anytime from the spillway.
13. Freeboard in the recirculation pond shall be recorded weekly and maintained on file For a minimum of
five years.
14. A protective vegetative cover shall be established and maintained on all earthen basin embankments
(outside toe of embankment to maximum pumping elevation), berms, pipe runs, erosion control areas, and
surface water diversions. Trees, shrubs, and other woody. vegetation shall not be allowed to grow on the
earthen basin dikes or embankments. Earthen basin embankment areas shall be kept mowed or otherwise
controlled and accessible.
15. Any monitoring deemed necessary by the Division to insure surface and ground water protection will be
established and an acceptable sampling reporting schedule shall be followed.
16. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper
operation of the subject facilities.

17. The Permittee or his designee shall inspect the wastewater recycle facilities to prevent malfunctions and
deterioration, operator errors and discharges which may cause or lead to the release of wastes to the
environment, a threat to human health, or a nuisance_ The Permittee shall maintain an inspection log or
summary including at least the date and time of inspection, observations made, and any maintenance,
repairs, or corrective actions taken by the Permittee. This log of inspections shall be maintained by the
Permittee for a period of three years from the date of the inspection and shall be made available to the
Division or other permitting authority, upon request.
18. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the recycle system at any
reasonable time for the purpose of determining compliance with this permit, may inspect or copy any
records that must be maintained under the terms and conditions of this permit, and may obtain samples of
groundwater, surface water, or leachate.
19. The annual administering and compliance fee must be paid by the Permittee within thirty (30) days after
being billed -by the Division. Failure to pay the fee accordingly may cause the Division to initiate action to
revoke this permit as specified by 15A NCAC 2H .0205 (c)(4).
20. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an
enforcement action by the Division in accordance with North Carolina General Statute 143-215.6A to 143-
215.6C.
21. The issuance of this permit does not exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 213.0200,
erosion and sedimentation control requirements in 15A NCAC Chapter 4 and under the Division's General
Permit NCG010000, and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 2H
.0500.20.
22. A set of approved plans and specifications for the subject project must be retained by the Permittee for the
life of this project.
23. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number (828) 296-
4500, as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of significant
amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the contents
of a basin or tank, the known passage of a slug of hazardous substance through the facility, or any other
unusual circumstances;
b. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater treatment, such as mechanical or electrical failures of pumps, aerators,
compressors, etc.;
e. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or facility; or
d. Any time that self -monitoring information indicates that the facility is not in compliance with its permit
limitations.
3

Occurrences outside normal business hours may also be reported to the Division's Emergency Management
personnel at telephone number [phone], or [phone]. Persons reporting such occurrences by
telephone shall also file a written report in letter form within five (5) days following first knowledge of the
occurrence. This report must outline the actions taken or proposed to be taken to ensure that the problem
does not recur.
21. Upon classification of the wastewater treatment and spray irrigation facilities by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate and
employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to be
back-up ORC(s) of the facilities .in accordance with 15A NCAC 8G .0201. The ORC shall visit the
facilities in accordance with 15A NCAC 8G .0204 or as specified in this permit and shall comply with all
other conditions specified in these rules.
22. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Commission will review the adequacy of the facilities described therein,
and if warranted, will extend the permit for such period of time and under such conditions and limitations as
it may deem appropriate.
Permit issued this the th day of November, 2006
NORTH C OLINA Eb RD.NMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0015487
4

4.
FACILITY 6�a _
COUNTY t'� CLASS
MAILING ADDRESS _1fl(1atC-cbn l.� P� d►
TELEPHONE NO
WHERE LOCATED
RESPONSIBLE
OFFICIAL
li & Nye.0
C-wA W"
NPDES PERMIT NUMBER NC albb
STATE ✓ FEDERAL
DATE ISSUED
EXPIRATION DATE
STREAM: NAME
CLASS
7Q10
SUB -BASIN
1�-yD w 4zk �—Y:4-.t)
FACILITY OPERATOR
REPRFSENTATIVE
_U_c c k _,Q9CR cad
8a81 q;0. -9 t l�1
CERT. NUMBER
CLASS
OTHER PERMIT NO.
DATE ISSUED
t t ND� Powell Wholesale Lumber Company
lyv Suncrest Land & Timber"Company"
3 �}� Powell Lumber & Kiln Company
Q Ll ly Asheville Hardwood Center
Smoky Cove Company
INC • �MF>Fawl
AWM5 POWELL, IF
P.O. Box 65
Waynesville, NC 28786
a zaaeig
Office (IM
Fax fgQ&��7
921?
.■

Permit: NCG210099
SOC:
County: Haywood
Region: Asheville
Contact Person: Cart B Powell
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Compliance Inspection Report
Effective: 08/01/08 Expiration: 07/31/13 Owner: Powell Industries Inc
Effective: Expiration: Facility: Powell Industries - Haywood
4595 Jonathan Creek Rd
Title: President
Certification:
Waynesville NC 28786
Phone: [phone]
Phone:
Inspection Date: 05/13/2010 Entry Time: 12:OOPM Exit Time: 03:OOPM
Primary Inspector: Susan A Wilson Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Timber Products Stormwater Discharge COC
Facility Status; Compliant Not Compliant
Question Areas:
Storm Water
(See attachment summary)

0",
permit; NGG210099 (Tuner - Facility: Powell Industries Inc
Inspection Date: 05/1312010 Inspection Type : Comptiance Evaluation Reason for Visit: Routine
Inspection Summary:

Permit: NCG210099
Owner - Facility: Powell Industries Inc
Inspection Date: 05/13/2010 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Anal ytical- Mon itoring Yes No NA NE
Has the facility conducted its Analytical monitoring? ❑ ❑ 0 ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ 0 ❑
Comment: (see note under qualitative monitoring)
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? ❑ ❑ 0 ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ❑
# Has the facility evaluated all illicit (non stormwater) discharges? ❑ ❑ ❑
Comment: The SPPP (wlpermit) was not produced during the site visit. A copy of the 8/1/2008 permit will
be sent with the inspection report.
The secondary pond is not intended to discharge (and there was no evidence of discharge on
the day of inspection).
Qualitative Monitoring
Has the facility conducted its Qualitative Monitoring semi-annually?
Yes No NA NE
❑ ❑ N ❑
Comment: Not applicable at this time - no evidence of discharge -from second detention pond (no discharge
from this pond, per Mr. McKay).
Stormwater Pollution Prevention Plan
Does the site have a Stormwater Pollution Prevention Plan?
# 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?
# 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?
# Does the Plan include a BMP summary?
# 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?
Yes No NA NE
❑■❑❑
❑■❑❑
❑■❑❑
❑ E ❑ ❑
❑ E ❑ ❑
❑■❑❑
❑■❑❑
❑ N ❑ ❑
❑■❑❑
❑ ❑ ❑
❑■❑❑
❑ ■❑❑
❑ N ❑ ❑
Page: 3

Permit: NCG210099
Owner - Facility: Powell Industries inc
Inspection Date: 0511312010 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan
# Does the Plan include a Stormwater Facility Inspection Program?
Has the Stormwater Pollution Prevention Plan been implemented?
Comment: The SPPP was not produced during the site visit.
Please ensure the plan is updated (by August 31 2010 - as with NCG210097 - Powell
Wholesale).
Yes No NA NE
❑■❑❑
❑ M ❑ ❑
Page: 4

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins. Director
Division of Water Quality
September 12, 2008
Carl Powell
Powell Industries
PO Box 65
Waynesville, NC 28786
Subject: NPDES Stormwater Permit Coverage Renewal
Powell�lndustries =''Haywood
COC Number NCG210099
Haywood County v�
Dear Permittee:
In response to your renewal application for continued coverage under stormwater General Permit NGG210000 the Division of
Water Quality (DWQ) is forwarding herewith the reissued stormwater General Permit. This permit has been 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.
The following information is included with your permit package:
• A new Certificate of Coverage
• A copy of stormwater General Stormwater Permit NCG210000
• A copy of the Technical Bulletin for the General Permit
• Five copies of the Discharge Monitoring Report (DMR) Form
• Five copies of the Qualitative Monitoring Report Form
The General Permit authorizes discharges of stormwater only, and it specifies your obligations with respect to stormwater
discharge controls, management, monitoring, and record keeping. Please review the new permit to familiarize yourself with all
the changes in the reissued permit.
The more significant changes to the General Permit include the following:
• Permit cover page, second paragraph — The General Permit now may cover activities that DWQ determines to be similar in
either the process, or in the exposed materials, to the Timber Products industry.
• Part I Section A — A new provision that facilities draining to 303(d) listed waters, or in watersheds with an approved TMDL,
may not be eligible for continued coverage at the next renewal of the General Permit.
• Part I Section B second paragraph — A new clarification that the permit does not authorize discharges that DWQ determines
are wastewaters.
• Part II Section A — The required contents of the Stormwater Pollution Prevention Plan have been expanded and clarified.
• Part II Section B Table 1 —A new requirement to sample stormwater discharges twice per year for those facilities with
exposed piles of certain materials remaining on site longer than seven days.
• Part II Section B Tables 2 and 3 and following — For permittees with exposed piles, there are new provisions requiring the
permittee to execute Tier One and Tier Two response actions, based on the first benchmark exceedence (Tier One) and the
second consecutive benchmark exceedence (Tier Two). Tier Two requires that the permittee institute monthly monitoring
instead of twice -per -year monitoring, until three consecutive monitoring events show no benchmark exceedences.
• Part li Section B — For permittees with exposed piles, a new provision that four exceedences of any particular benchmark
will trigger increased DWQ involvement in the permittee's stormwater management and control actions. DWQ may direct
the permittee to apply for an individual permit, or may direct the implementation or installation of specific stormwater control
measures.
• Part If Section C — Clarification that under the qualitative monitoring provisions of the permit, the permittee is obligated to
respond to repeated observations of stormwater pollution. DWQ may impose additional stormwater management
requirements if the permittee is non -responsive, or if the responses are ineffective.
Your coverage under the General Permit is transferable only through the specific action of DWQ.
One
NorthCarollna
Natfira!!J
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: h2o.enrstate.nc.uslsulstormwater.html 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

NPDES Stormwater Permit Coverage Renewal
Permit Number NC6210099
Page 2
This permit does not affect the legal requirements to obtain other permits which may be required by NCDENR, 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 e: n:Pickte of the Central Office Stormwater Permitting
Unit at [phone].
Sincerely,
for Coleen H. Sullins
cc: DWQ Central Files
Stormwater Permitting Unit Files
As�eviile Regional Office

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG210000
CERTIFICATE OF COVERAGE No. NCG210099
STORMWATER DISCHARGES
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,
Powell Industries
is hereby authorized to discharge stormwater from a facility located at
Powell industries` Haywood
45 ona. --n:, reek Rd
- - - - jWayries ee
Haywood County
to receiving waters designated as Jonatharis;Creek, aclass W�_SIII;T? stream in the French_Broad River .
Basin in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, III, IV, V, and VI of General Permit No. NCG210000 as attached.
This certificate of coverage shall become effective September 15, 2008.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day September 12, 2008.
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

� WA TF Michael F. Easley, Governor
`OHO 9pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
co 7 Alan W. Klimek, P.E. Director
>_ Division of Water Quality
� Y
April 28, 2003
Carl B Powell Jr
Powell Industries - Haywood
PO Box 65
Waynesville, NC 28786
Subject: NPDES Stormwater Permit Renewal
Powell Industries - Haywood
COC Number NCG210099
Haywood County
Dear Permittee:
In response to your renewal application for continued coverage under general permit NCG210000, the
Division of Water Quality (DWQ) is forwarding herewith the reissued stormwater 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 December 6, 1983.
The following information is included with your permit package:
• A new Certificate of Coverage
A copy of General Stormwater Permit NCG210000
• A copy of the Analytical Monitoring Form (DMR)
• A copy of the Qualitative[ Monitoring Form
• A copy of a Technical Bulletin for the general permit
Your coverage under this general permit is not transferable except after notice to DWQ. The Division
may require modification or revocation and reissuance of the Certificate of Coverage. This permit does
not affect the legal requirements to obtain other permits which may be required by the Department of
Environment and Natural Resources, or 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 Bill Mills of the Central Office
Stormwater and General Permits Unit at [phone], ext. 548.
cc: Central Files
Stormwater & General Permits Unit Files
Asheville Regional Office
Sincerely,
Bradley Bennett, Supervisor
Stormwater and General Permits Unit
fi*h
rNCDENR
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1 800 623-7748

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG210000
CERTIFICATE OF COVERAGE No. NCG210099
STORMWATER DISCHARGES
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,
Powell Industries
is hereby authorized to discharge stormwater from a facility located at
Powell Industries - Haywood
4595 Jonathan Creek Road
Waynesville
Haywood County
to receiving waters designated as Jonathan Creek, a class C TR stream, in the French Broad
River Basin in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III, IV, V, and VI of General Permit No. NCG210000 as
attached.
This certificate of coverage shall become effective May 1, 2003.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day April 28, 2003.
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Michael F. Easley, Governor
William G. Ross Jr.. Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Septem her 4. 2002
CARL B POWEILL JR
POWELL. INDUS'I-RIES-HAYWOOD
PO BOX 65
WAYNESVILi,E. NC 28786
Subject: NPDES Storinwater Permit Coverage Renewal
Powell I nduslries-havwood
C(.')C Nuinber nc,,21W99
Haywood Counly
Dear Penniuce:
Your facility is currently covered for storrnwaier discharge under General Permit NCG210000. This hermit expires
on March 31, 2003. Tl1c Division staff is currently in the Process of rewriting thi. permit and is sChcLluicd to have
lire permit reissued by early spring of 2003. Once the permit is rcissuCcl. your facility would he eligible for
continued coverage under the: reissued permit.
In order to assure your continued coverage under the gc;neral permit, you must apply to the Division of Water
Quakily (DWQ) for renewal ol'your permit coverage. To make this renewal process easier, we arc informing you in
advance that your permit coverag=e will he expiring- Enclosed you will find a Permit Coverage Renewal
Application Fornt. The application rtnrst he completed and relurncd by October 2. 2002 in order to assure
continued coverage under the general permit. Dui to .r-taff and budget constraints. letter~ confirming our receipt of
the completed application will not he sent.
Failure to request renewal within the tittle period specified. may result in a civil assessment of at least S250.W.
Larger penalties may be assessed depending on the delinquency of the request. Discharge of storanwatur from your
1a61ilV without CoVCra�0e tinder a valid slonnwater NPDES permit would constitute; a violation of NCGS 143-215.1
and could result in assessmulls of civil penalties of up to S 10.000 per day.
Phase note that recent federal legislation has extended the "no exposure exclusion" to all operators of industrial
facilities in any of the I 1 categories oil "storm water discharges associated with industrial activity." (except
construction activities). Ifyoti feel your hwility can certify a condition of "no exposure", i.e. the: facility industrial
materials and operations are not exposed to Uorinwater. you can apply for the ntr exposure Cxclusion. For additional
information contact rile Central Office Storuiwatcr Stiff meinber listed below or chick the Stormwate:r Az General
Permits Unit Web Site at lit tp:Nh2o-enr.state.nc-uslsulstormwater.Ili ml
If the subject surrmwater discharge to waters of the state has been terminated, pleasC complete the cncloSed
Rescission Re(luest Form- Mailing instructions are listed on the bottom of the firm- You will he notified when the:
rescission process has been cornple€ed.
If ycru leave any questions reg.!arding the permit renewal procedures please contact Jim Reid of the Asheville
Regional (Office at 828-251-6208 or Bill Mills of the Central Orrice Storinwatcr Unit at (919) 73 3-508 3. ext. 548
SiALurely.
.per
f_?�"�cil� c J %= ^• Yet'
Bradley Bennett. Supervisor
Stornlwater an([ General Permits Unit
cc: Central Files
Slormwater and General Permits Unit Files
Asheville Regionarl Office ©�A
NCDENR
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1-800-623-7748

F. r' «
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street - Raleigh, North Carolina 27604
James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary
March 12, 1993
Carl B. Powell, Jr.
POBox 65
Waynesville, NC 28786
Subject: General Permit No. NCG040000
Suncrest Land and Timber Co.
COC NCGO40099
Haywood County
Dear Mr. Powell:
In accordance with your application for discharge permit received on October 6, 1992, we are
forwarding herewith the subject certificate of coverage to discharge under the subject state -
NPDES general permit. This permit is issued pursuant to the requirements of North Carolina
General Statute 143-215 .1 and the Memorandum of Agreement between North Carolina and the
US Environmental Protection agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual
permit application. Unless such demand is made, this certificate of coverage shall be final and
binding.
PIease take notice that this certificate of coverage is not transferable except after notice to the
Division of Environmental Management. The Division of Environmental Management may
require modification or revocation and reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Environmental Management or permits required by the Division of
Land Resources, Coastal Area Management Act or any other Federal or Local governmental
permit that may be required.
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity AfIrmative Action Employer

If you have any questions concerning this permit, please contact Mr. Steve Ulmer at telephone
number 9I91733-5083.
Since Signed By
Coleen H. Sullins
A. Preston Howard, Jr.
Acting Director
cc: Asheville Regional Office

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
ST FJv WATER DISCHARGES
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,
Powell Industries Inc.
is hereby authorized to discharge stormwater from a facility located at
Suncrest Land and Timber Co.
Highway 276, South of I-40
Maggie Valley
Haywood County
to receiving waters designated as Jonathan Creek in the French Broad River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts 1, II, III
and IV of General Permit No. NCG040000 as attached
This Certificate of Coverage shall become effective March 12, 1993.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day March 12, 1993.
prigtnal 5uned a�n5s
c,oleen K
A. Preston Howard, Jr., P.E., Acting Director
Division of Environmental Management
By Authority of the Environmental Management Commission

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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
May 1, 1998
CARL B POWELL JR
POWELL INDUSTRIES-HAYWOOD
PO BOX 65
WAYNESVILLE, NC 28786
Subject: Reissued Stormwater General Permit for
Certificate of Coverage No. NCG210099
Haywood County
Dear Permittee:
LT.R?FA
ID E N R
In response to your renewal application for continued coverage under the General Permit
NCGO40000, the Division of Water Quality (DWQ) is forwarding herewith the General Permit
NCG210000 which is a new General Permit to cover most of the Timmer Products Industry. You
have now been given coverage under NCG210000 and your coverage under NCGO40000 is hereby
terminated. This permit is issued pursuant to the requirements of North Carolina General Statute
143-215-1 and the Memorandum of Agreement between North Carolina and the US Environmental
Protection Agency dated December 6, 1983.
The following information is included with your permit package:
a A copy of the sormwater general permit NCG210000.
■ A new Certificate of Coverage under general permit NCG210000.
■ A Stormwater Pollution Prevention Plan Certification Form. This form certifies that you have
developed and implemented the Stormwater Pollution Prevention Plan (SPPP) required in your
permit (both NCGO40000 and NCG210000), This form must be completed and returned to the
Division within 30 days of receipt of this letter. DO NOT send the SPPP with the signed form.
■ Five copies of Analytical Monitoring forms.
■ Five copies of Qualitative Monitoring forms.
■ A copy of a Technical Bulletin on the stormwater program which outlines program components
and addresses frequently asked questions.
Your certificate of coverage is not transferable except after notice to DWQ. The Division of Water
Quality may require modification or revocation and reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be required by
DWQ or permits required by the Division of Land Resources, Division of Air Quality, Coastal Area
Management Act or any other Federal or Local governmental permits that may be required.
If you have any questions concerning this permit or other attached documents, please contact the
Stormwater and General Permits Unit at telephone number [phone].
Sincerely,
tom- �C•�� ����--�
for A. Preston Howard, Jr., P. E.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG210000
CERTIFICATE OF COVERAGE NO. NCG210099
STORMWATER DISCHARGES
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,
POWELL INDUSTRIES-HAYWOOD
is herby authorized to discharge stormwater from a facility located at:
HIGHWAY N 276
MAGGIE VALLEY, NC
HAYWOOD COUNTY
to receiving waters designated as Jonathan Creek in the French Broad River Basin
in accordance with the effluent limitations, monitoring requirements and other conditions set forth in Parts I,
II, III and IV of General Permit No. NCG210000 as attached.
This Certificate of Coverage shall become effective May 1, 1998.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day May 1,1998
for A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authorization of the Environmental Management Commission

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Certificate of Coverage Page 1 of I
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT No. NCG210000
CERTIFICATE OF COVERAGE No. NCG210099
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,
Powell Industries
is hereby authorized to discharge stormwater front a facility located at
Powell Industries - Haywood
4595 Jonathan Creek Rd
Waynesville
Haywood County
to receiving waters designated as Jonathans Creek, class WS-II1;Tr water(s) in the French Broad River
Basin(s) in accordance with the stormwater pollution management requirements, monitoring and
reporting requirements, and other conditions set forth in Parts I, I1, 111 and IV of General Permit No.
NCG210000 as attached.
This certificate of coverage shall become effective August I.2013.
This Certificate of Coverage shall remain effective for the duration of the General Permit.
Signed this day August 1, 2013.
for Thomas A.Reeder, Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
httpalportal.ncdenr.org/web/Ir/ncg21-erenewal 8/1 /2013

® 0
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
Asheville Regional Office
FILE ACCESS RECORD
SECTION-,\ S MLK DATE/TIME S11116,
NAME REPRESEN N
Guidelines for Access: The staff of the Regional Office is dedicated to making public
records in our custody readily available to the public for review and copying. We also have
the Yesponsibility to the public to safeguard these records and to carry out our day-to-day
program obligations. Please read carefully the following before signing the form.
1. Due to the large public demand for file access, we request that you call at least a
day in advance to schedule an appointment for file review so you can be
accommodated. Appointments are scheduled between 9:00 a.m. and 3:00 p.m.
Viewing time ends at 4:45 p.m. Anyone arriving without an appointment may
view the files to the extent that time and staff supervision are available.
2. You must specify files you want to review by facility name or incident number, as
appropriate. The number of files that you may review at one appointment will be
limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if
time permits. Cost is $0.05 cents per copy when the total exceeds $5.00.
Payment is to be made by check, money order, or cash.
4. Please review attached policy dated July 5, 2013.
5. Files must be kept in the order you received them. Files may not be taken from
the office. No briefcases, large totes, bags, etc. are permitted in the file review
area. To remove, alter, deface, mutilate, or destroy material in public files is a
misdemeanor for which you can be fined up to $500.00.
6. In accordance with GS 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
7. The customer must present a photo ID, sign -in, and receive a visitor sticker prior
to reviewing files.
FACILITY NAME COUNTY
2.
3.
4.
5.
Sig ure/Name of Firm or Business de Time In Time Out
Please attach business card to form if available

Permit No. NCG210000
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG210000
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
For establishments primarily engaged in manufacturing:
Lumber and Wood Products
In compliance with the provision of North Carolina General Statute 143-21S.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, this permit is hereby issued to all owners or
operators, hereinafter permittees, which are covered by this permit as evidenced by receipt of a Certificate
of Coverage by the Environmental Management Commission to allow the discharge of stormwater to the
surface waters of North Carolina or to a separate storm sewer system conveying discharges to surface
waters in accordance with the terms and conditions set forth herein.
Coverage under this General Permit is applicable to:
♦ All owners or operators of stormwater point source discharges associated with establishments
primarily engaged in activities classified as Lumber and Wood Products, Except Furniture [Standard
Industrial Classification (SIC) 24], including Wood Chip Mills;
♦ Stormwater point source discharges from like industrial activities deemed by The Division of Water
Quality (DWQ) to be similar to these operations in the process, or the discharges, or the exposure of
raw materials, intermediate products, by-products, products, or waste products.
Except upon DWQ determination of similarity as provided immediately above, the following
activities and associated discharges are excluded from coverage under this General Permit:
♦ Establishments primarily engaged in: Logging [SIC 2411]; or manufacturing Wood Kitchen Cabinets
[SIC 2434]; or Wood Preserving [SIC 2491].
The General Permit shall become effective on August 1, 2013.
The General Permit shall expire at midnight on July 31, 2018.
Signed this day July 31, 2013.
Original signed by Matt Matthews
for Thomas A. Reeder, Acting Director
Division of Water Quality
By the Authority of the Environmental Management Commission

Permit No. NCG210000
TABLE OF CONTENTS
PART I INTRODUCTION
Section A: General Permit Coverage
Section B: Permitted Activities
PART IIMONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED DISCHARGES
Section A:
Stormwater Pollution Prevention Plan
Section B:
Analytical Monitoring Requirements
Section C:
Qualitative Monitoring Requirements
Section D:
On -Site Vehicle Maintenance Monitoring Requirements
PART III
STANDARD CONDITIONS
Section A:
Compliance and Liability
1. Compliance Schedule
2. Duty to Comply
3. Duty to Mitigate
4. Civil and Criminal Liability
5. Oil and Hazardous Substance Liability
6. Property Rights
7. Severability
8. Duty to Provide Information
9. Penalties for Tampering
10. Penalties for Falsification of Reports
11. Onshore or Offshore Construction
12. Duty to Reapply
Section B:
General Conditions
1. General Permit Expiration
2. Transfers
3. When an Individual Permit May be Required
4. When an Individual Permit May be Requested
5. Signatory Requirements
6. General Permit Modification, Revocation and Reissuance, or
Termination

1
Permit No. NCG210000
7. Certificate of Coverage Actions
8. Annual Administering and Compliance Monitoring Fee Requirements
Section C: Operation and Maintenance of Pollution Controls
1. Proper Operation and Maintenance
2. Need to Halt or Reduce not a Defense
3. Bypassing of Stormwater Control Facilities
Section D: Monitoring and Records
1.
Representative Sampling
2.
Recording Results
3.
Flow Measurements
4.
Test Procedures
S.
Representative Outfall
6.
Records Retention
7.
Inspection and Entry
Section E: Reporting
Requirements
1.
Discharge Monitoring Reports
2.
Submitting Reports
3.
Availability of Reports
4.
Non-Stormwater Discharges
5.
Planned Changes
6.
Anticipated Noncompliance
7.
Spills
8.
Bypass
9.
Twenty-four Hour Reporting
10.
Other Noncompliance
11.
Other Information
PART IV DEFINITIONS
M

Permit No. NCG210000
PART 1 INTRODUCTION
SECTION A: GENERAL PERMIT COVERAGE
All persons desiring to have facilities covered by this General Permit must register with the Division
of Water Quality (DWQ) by the filing of a Notice of Intent (NOI) and applicable fees. The NO[ shall be
submitted and a certificate of coverage issued prior to any point source discharge of stormwater
associated with industrial activity to the surface waters of the state.
Any owner or operator not wishing to be covered or limited by this General Permit may make
application for an individual NPDES permit in accordance with NPDES procedures in 15A NCAC 2H
.0100, stating the reasons supporting the request. Any application for an individual permit should
be made at least 180 days prior to commencement of discharge.
This General Permit does not cover activities or discharges covered by an individual NPDES permit
until the individual permit has expired or has been revoked. Any person conducting an activity
covered by an individual permit but which could be covered by this General Permit may request
that the individual permit be revoked and coverage under this General Permit be provided.
If industrial materials and activities are not exposed to precipitation or runoff as described in 40
CFR §122.26(g), the facility may qualify for a No Exposure Exclusion from NPDES stormwater
discharge permit requirements. Any owner or operator wishing to obtain a No Exposure Exclusion
must submit a No Exposure Certification Notice of Intent (NOI) form to the Division; must receive
approval by the Division; must maintain no exposure conditions unless authorized to discharge
under a valid NPDES stormwater permit; and must recertify the No Exposure Exclusion annually.
Any facility may apply for new or continued coverage under this permit until a Total Maximum
Daily Load (TMDL) for pollutants for stormwater is established. A TMDL sets a pollutant -loading
limit that affects a watershed, or portion of a watershed, draining to a specific impaired water. For
discharges to watersheds affected by a TMDL, coverage under this permit may depend on the
facility demonstrating it does not have reasonable potential to violate applicable water
quality standards for those pollutants as a result of discharges. If DWQ determines that
discharges have reasonable potential to cause water quality standard violations, the facility shall
apply for an individual permit 180 days prior to the expiration date of this General Permit.. Once
that individual permit is effective, the facility will no longer have coverage under this General
Permit. Note that the permittee must identify impaired waters (scheduled for TMDL development)
and waters already subject to a TMDL in the Site Overview, as outlined in the Stormwater Pollution
Prevention Plan, Part 11, Section A. A list of approved TMDLs for the state of North Carolina can be
found at httn://portal.ncdenr.org/weblwq/1sImtuItmd].
Part I Page 1 of 2

Permit No. NCG210000
SECTION B: PERMITTED ACTIVITIES
Until this permit expires or is modified or revoked, the permittee is authorized to discharge
stormwater to the surface waters of North Carolina, or separate storm sewer system, which has
been treated and managed in accordance with the terms and conditions of this General Permit.
Any other point source discharge to surface waters of the state is prohibited unless it is an
allowable non-stormwater discharge or is covered by another permit, authorization, or approval.
The discharges allowed by this General Permit shall not cause or contribute to violations of
Water Quality Standards. This General Permit does not authorize discharges which have been
determined by the Division of Water Quality to be wastewater discharges.
This permit does not relieve the permittee from responsibility for compliance with any other
applicable federal, state, or local law, rule, standard, ordinance, order, judgment, or decree.
Part I Page 2 of 2

Pen -nit No. NCG210000
PART I1 MONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED
DISCHARGES
SECTION A: STORMWATER POLLUTION PREVENTION PLAN
The permittee shall develop and implement a Stormwater Pollution Prevention Plan (SPPP). The
SPPP shall be maintained on site unless exempted from this requirement by the Division. The SPPP
is public information in accordance with Part I1I, Standard Conditions, Section E, paragraph 3 of this
permit. The SPPP shall include, at a minimum, the following items;
1. Site Overview. The Site Overview shall provide a description of the physical facility and the
potential pollutant sources that may be expected to contribute to contamination of stormwater
discharges. The Site Overview shall contain the following:
(a) A general location map (USGS quadrangle map or appropriately drafted equivalent map),
showing the facility's location in relation to transportation routes and surface waters; the
name of the receiving waters to which the stormwater outfalls discharge, or if the discharge
is to a municipal separate storm sewer system, the name of the municipality and the
ultimate receiving waters; and accurate latitude and longitude of the points of stormwater
discharge associated with industrial activity. The general location map (or alternatively the
site map) shall identify whether any receiving waters are impaired (on the state's 303(d)
list of impaired waters) or if the site is located in a watershed for which a TMDL has been
established, and what the parameters of concern are.
(b) A narrative description of storage practices, loading and unloading activities, outdoor
process areas, dust or particulate generating or control processes, and waste disposal
practices. A narrative description of the potential pollutants that could be expected to be
present in the stormwater discharge from each outfall.
(c) A site map drawn at a scale sufficient to clearly depict: the site property boundary; the
stormwater discharge outfalls; all on -site and adjacent surface waters and wetlands;
industrial activity areas (including storage of materials, disposal areas, process areas,
loading and unloading areas, and haul roads); site topography and finished grade; all
drainage features and structures; drainage area boundaries and total contributing area for
each outfall; direction of flow in each drainage area; industrial activities occurring in each
drainage area; buildings; stormwater Best Management Practices (BMPs); and impervious
surfaces. The site map must indicate the percentage of each drainage area that is
impervious, and the site map must include a graphic scale indication and north arrow.
(d) A list of significant spills or leaks of pollutants during the previous three (3) years and
any corrective actions taken to mitigate spill impacts.
(e) Certification that the stormwater outfalls have been evaluated for the presence of non-
stormwater discharges. The permittee shall re -certify annually that the stormwater
outfalls have been evaluated for the presence of non-stormwater discharges. The
certification statement will be signed in accordance with the requirements found in Part I11,
Standard Conditions, Section B, Paragraph 5.
Part II Page 1 of 10

® a
Permit No. NCG210000
Stormwater Management Strategy. The Stormwater Management Strategy shall contain a
narrative description of the materials management practices employed which control or
minimize the stormwater exposure of significant materials, including structural and
nonstructural measures. The Stormwater Management Strategy, at a minimum, shall
incorporate the following:
(a) Feasibility Study. A review of the technical and economic feasibility of changing the
methods of operations and/or storage practices to eliminate or reduce exposure of
materials and processes to rainfall and run-on flows. Wherever practical, the permittee
shall prevent exposure of all storage areas, material handling operations, and manufacturing
or fueling operations. In areas where elimination of exposure is not practical, this review
shall document the feasibility of diverting the stormwater run-on away from areas of
potential contamination.
(b) Secondary Containment Requirements and Records. Secondary containment is required
for: bulk storage of liquid materials including petroleum products; storage in any amount of
Section 313 of Title III of the Superfund Amendments and Reauthorization Act (SARA) water
priority chemicals; and storage in any amount of hazardous substances, in order to prevent
leaks and spills from contaminating stormwater runoff. A table or summary of all such
tanks and stored materials and their associated secondary containment areas shall be
maintained. If the secondary containment devices are connected to stormwater conveyance
systems, the connection shall be controlled by manually activated valves or other similar
devices, which shall be secured closed with a locking mechanism. Any stormwater that
accumulates in the containment area shall be at a minimum visually observed for color,
foam, outfall staining, visible sheens and dry weather flow, prior to release of the
accumulated stormwater. Accumulated stormwater shall be released if found to be
uncontaminated by any material. Records documenting the individual making the
observation, the description of the accumulated stormwater, and the date and time of the
release shall be kept for a period of five (5) years. For facilities subject to a federal oil Spill
Prevention, Control, and Countermeasure Plan (SPCC), any portion of the SPCC plan fully
compliant with the requirements of this permit may be used to demonstrate compliance
with this permit.
(c) BMP Summary. A listing of site structural and non-structural Best Management Practices
(BMPs) shall be provided. The installation and implementation of BMPs shall be based on
the assessment of the potential for sources to contribute significant quantities of pollutants
to stormwater discharges and on data collected through monitoring of stormwater
discharges. The BMP Summary shall include a written record of the specific rationale for
installation and implementation of the selected site BMPs. The BMP Summary shall be
reviewed and updated annually.
3. Spill Prevention and Response Procedures. The Spill Prevention and Response Procedures
(SPRP) shall incorporate an assessment of potential pollutant sources based on a materials
inventory of the facility. Facility personnel responsible for implementing the SPRP shall be
identified in a written list incorporated into the SPRP and signed and dated by each individual
acknowledging their responsibilities for the procedures. A responsible person shall be on -site
at all times during facility operations that have increased potential to contaminate stormwater
runoff through spills or exposure of materials associated with the facility operations. The SPRP
must be site stormwater specific. Therefore, an oil Spill Prevention Control and
Countermeasure plan (SPCC) may be a component of the SPRP, but may not be sufficient to
completely address the stormwater aspects of the SPRP. The common elements of the SPCC
with the SPRP may be incorporated by reference into the SPRP.
Part II Page 2 of 10

Permit No. NCG210000
4. Preventative Maintenance and Good Housekeeping Program. A preventative maintenance
and good housekeeping program shall be developed and implemented. The program shall
address all stormwater control systems (if applicable), stormwater discharge outfalls, all on -site
and adjacent surface waters and wetlands, industrial activity areas (including material storage
areas, material handling areas, disposal areas, process areas, loading and unloading areas, and
haul roads), all drainage features and structures, and existing structural BMPs. The program
shall establish schedules of inspections, maintenance, and housekeeping activities of
stormwater control systems, as well as facility equipment, facility areas, and facility systems
that present a potential for stormwater exposure or stormwater pollution where not already
addressed under another element of the SPPP. Inspection of material handling areas and
regular cleaning schedules of these areas shall be incorporated into the program. Timely
compliance with the established schedules for inspections, maintenance, and housekeeping
shall be recorded and maintained in the SPPP.
Facility Inspections. Inspections of the facility and all stormwater systems shall occur as part
of the Preventative Maintenance and Good Housekeeping Program 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 inspection dates (unless
performed more frequently than semi-annually). These facility inspections are different from,
and in addition to, the stormwater discharge characteristic monitoring at the outfalls required
in Part 11 B, Q and D of this permit.
6. Employee Training. Training programs shall be developed and training provided at a
minimum on an annual basis for facility personnel with responsibilities for: spill response and
cleanup, preventative maintenance activities, and for any of the facility's operations that have
the potential to contaminate stormwater runoff. The annual training shall be documented by
the signature and printed or typed name of each employee trained.
7. Responsible Party. The SPPP shall identify a specific position or positions responsible for the
overall coordination, development, implementation, and revision of the SPPP. Responsibilities
for all components of the SPPP shall be documented and position assignments provided.
SPPP Amendment and Annual Update. All aspects of the SPPP shall be reviewed on an annual
basis. The permittee shall amend the SPPP whenever there is a change in design, construction,
operation, site drainage, maintenance, or configuration of the physical features which may have
a significant effect on the potential for the discharge of pollutants to surface waters. The annual
update shall include at a minimum:
(a) an updated list of significant spills or leaks of pollutants for the previous three (3)
years, or the notation that no spills have occurred (element of the Site Overview);
(b) a written re -certification that the stormwater outfalls have been evaluated for the
presence of non-stormwater discharges (element of the Site Overview);
(c) a documented re-evaluation of the effectiveness of the on -site stormwater BMPs (BMP
Summary element of the Stormwater Management Strategy).
(d) a review and comparison of sample analytical data to benchmark values (if applicable)
over the past year, including a discussion about Tiered Response status. The
permittee shall use the Division's Annual Summary Data Monitoring Report (DMR)
form, available from the Stormwater Permitting Unit's website (See 'Monitoring
norms' here: http//portal.ncdenr.orglweb/lr/npdes-stormwater).
Part II Page 3 of 10

Permit No. NCG210000
The Director may notify the permittee when the SPPP does not meet one or more of the
minimum requirements of the permit. Within 30 days of such notice, the permittee shall submit
a time schedule to the Director for modifying the SPPP to meet minimum requirements. The
permittee shall provide certification in writing (in accordance with Part 111, Standard
Conditions, Section B, Paragraph 5) to the Director that the changes have been made.
9. SPPP Implementation. The permittee shall implement the Stormwater Pollution Prevention
Plan and all appropriate BMPs consistent with the provisions of this permit, in order to control
contaminants entering surface waters via stormwater. Implementation of the SPPP shall
include documentation of all monitoring, measurements, inspections, maintenance activities,
and training provided to employees, including the log of the sampling data and of actions taken
to implement BMPs associated with the industrial activities, including vehicle maintenance
activities. Such documentation shall be kept on -site for a period of five (5) years and made
available to the Director or the Director's authorized representative immediately upon request.
SECTION 6: ANALYTICAL MONITORING REQUIREMENTS
A facility that retains exposed accumulations (either exposed to incident precipitation or exposed
to stormwater run on) of sawdust, wood chips, bark, mulch, or other similarly sized material on site
for more than seven (7) days is required to monitor and report all the site stormwater discharges
for the parameters in Table 1.
The permittee may petition the DWQ Regional Office Surface Water Protection Supervisor to be excused from
the required monitoring:
a) upon a DWQ Compliance Evaluation Inspection, and;
b) on the basis that DWQ concludes that taken as a whole, site -wide conditions support the
assessment of very limited risk of stormwater pollution from the site.
c) Among any other factors deemed relevant in his or her own considerations, the Regional Office
Supervisor shall consider whether the amount of accumulated exposed materials may be deemed
de minimis with respect to the potential to generate stormwater runoff pollutants. Given that all site
conditions may be relevant to the determination of what constitutes a de minimis amount, such
determinations shall be made on a `case -by -case basis', and shall not be assumed to be generally, or
specifically, transferrable to any other permitted site, regardless of superficial similarities.
d) The Regional Office Supervisor will communicate any such determination in writing, and shall state
any qualifying conditions for the permittee's continuing release from monitoring. DWQ's release
letter may remain in effect through subsequent reissued versions of this permit, unless the release
letter provides for other conditions or duration.
e) If released from monitoring, the permittee must still continue to submit semi-annual Discharge
Monitoring Reports, with the notation: "Released from Monitoring by DWQ Regional Office."
If at any time there are changes to DWQ's initial site assessment, or to the initial site operating
circumstances, the permittee must immediately begin analytical monitoring and reporting in accordance
with Tables 1 and 2, and must immediately inform the DWQ Regional Office that analytical monitoring has
been instituted.
Part II Page 4 of 10

Permit No. NCG210000
Table 1 Analytical Monitoring Requirements
Discharge
Characteristics
Units
Measurement
Fre uenc 1
Sample
Type2
Sample
Location3
Chemical Oxygen Demand
m L
semi-annual
Grab
SDO
Total Suspended Solids
m L
semi-annual
Grab
SDO
Total Rainfall4
inches
semi-annual
Rain gauge
-
Footnotes:
1 Measurement Frequency: Twice per year (unless other provisions of this permit prompt monthly sampling)
during a measureable storm event, until either another permit is issued for this -facility or until this permit is
revoked or rescinded. See Table 2 for schedule of monitoring periods through the end of this permitting cycle. If
the facility is monitoring monthly because of Tier Two or Three response actions under the previous General
Permit, the facility should continue a monthly monitoring and reporting schedule.
2 Grab samples shall be collected within the first 30 minutes of discharge.
3 Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) unless representative
outfall status (ROS) has been granted. A copy of the DWQ letter granting ROS shall be kept on site.
4 For each sampled measureable storm event, the total precipitation must be recorded. An on -site rain gauge
reading must be recorded. Where isolated sites are unmanned for extended periods of time, a local rain gauge
reading may be substituted for an on -site reading.
Ali analytical monitoring shall be performed during a measureable storm event at each
stormwater discharge outfall (SDO).
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. See Definitions.
A minimum of 60 days must separate Period 1 and Period 2 sample dates unless monthly
monitoring has been instituted under other requirements of this permit.
The permittee shall complete the analytical samplings in accordance with the schedule specified in
Table 2, unless adverse weather conditions prevent sample collection (see Adverse Weather in
Definitions). Inability to sample because of adverse weather conditions must be documented in the
SPPP and recorded on the DMR. Sampling is not required outside of the facility's normal operating
hours.
Failure to monitor and report semi-annually per permit terms may result in the Division requiring
monthly monitoring and reporting for all parameters for a specified time period. "No discharge"
from an outfall or inability to collect a sample because of adverse weather conditions during a
monitoring period, for example, does not constitute failure to monitor, as long as it is properly
reported.
Part II Page 5 of 10

Permit No. NCG210000
Table 2 Monitoring Schedule
Monitoring
Sample
Start
Ehd
Year 1 — Period 1
1
August 1, 2013
December 31, 2013
Year 1— Period 2
2
January 1, 2014
June 30, 2014
Year 2 — Period 1
3
July 1, 2014
December 31, 2014
Year 2— Period 2
4
January 1, 2015
June 30, 2015
Year 3 — Period 1
5
July 1, 2015
December 31, 2015
Year 3 -- Period 2
6
January 1, 2016
June 30, 2016
Year 4 — Period 1
7
July 1, 2016
December 31, 2016
Year 4 — Period 2
8
January 1, 2017
June 30, 2017
Year 5 — Period 1
9
July 1, 2017
December 31, 2017
Year 5 — Period 2
10
January 1, 2018
July 31, 2018
Footnotes:
1 Maintain semi-annual monitoring and reporting during permit renewal process unless other
provisions of this permit prompt monthly sampling.
2 If no discharge occurs during the sampling period, the permittee must submit a monitoring report
indicating "No Flow" or "No Discharge" within 30 days of the end of the sampling period.
The permittee must report the results from each sample taken within the monitoring period (See Part
III E). However, for purposes of benchmark comparison and Tiered response actions, the permittee
shall use the analytical results from the first sample with valid results within the monitoring period.
The permittee shall compare monitoring results to the benchmark values in Table 3. The benchmark
values in Table 3 are not permit limits, but should be used as guidelines for implementation of the
permittee's SPPP. Exceedances of benchmark values require the permittee to increase monitoring and
reporting, increase management actions, increase record keeping, and/or install stormwater Best
Management Practices (BMPs) in a tiered program. See descriptions of Tier One, Tier Two, and Tier
Three response actions below. In the event that the Division releases the permittee from continued
monthly monitoring and reporting under Tier Two or Tier Three, DWQ's release letter may remain in
effect through subsequent reissuance of this permit, unless the release letter provides for other
conditions or duration.
Table 3 Benchmark Values for Analytical Monitoring Requirements
Disc har a Characteristics
Benchmark Value
Chemical Oxygen Demand
120 m L
Total Suspended Solids
100 m L
Total Suspended Solids CHQW, ORW, Trout (Tr), and PNA waters
50 m L
Part If Page 6 of 10

Pen -nit No. NCG210000
Tier One
If: The first valid sampling results are above a benchmark value for any parameter at any outfall;
Then: The permittee shall:
1. Conduct a stormwater management inspection of the facility within two weeks of receiving
sampling results.
2. Identify and evaluate possible causes of the benchmark value exceedence.
3. Identify potential and select the specific: source controls, operational controls, or physical
improvements to reduce concentrations of the parameters of concern.
4. Implement the selected actions within two months of the inspection.
5. Record each instance of a Tier One response in the SPPP. Include the date and value of the benchmark
exceedence, the inspection date, the personnel conducting the inspection, the selected actions, and the
date the selected actions were implemented.
6. Note: Benchmark exceedances for a different parameter separately trigger the several tiered response
requirements.
Tier Two
If. The first valid sampling results from two consecutive monitoring periods are above the benchmark values
for any specific parameter at a specific discharge outfall;
Then: The permittee shall:
1. Repeat all the required actions outlined above in Tier One.
2. Immediately institute monthly monitoring and reporting for all parameters at every outfall where a
sampling result exceeded the benchmark value for two consecutive samples. Monthly (analytical and
qualitative) monitoring and reporting shall continue until three consecutive sample results are below
the benchmark values.
3. If no discharge occurs during the sampling period, the permittee is required to submit a monthly
monitoring report indicating "No Flow" to comply with reporting requirements.
4. Alternatively, in lieu of steps 2 and 3, the permittee may, after two consecutive exceedances, exercise
the option of contacting the DWQ Regional Office Supervisor as provided below in Tier Three, The
Regional Office Supervisor may direct the response actions on the part of the permittee as provided in
Tier Three, including reduced or additional sampling parameters or frequency.
5. Maintain a record of the Tier Two response in the SPPP.
6. Continue Tier Two response obligations throughout the permit COC renewal process.
Tier Three
If the valid sampling results required for the permit monitoring periods exceed the benchmark value for
any specific parameter at any specific outfall on four occasions, the permittee shall notify the DWQ
Regional Office Supervisor in writing within 30 days of receipt of the fourth analytical results. DWQ
may but is not limited to:
• require the permittee to revise, increase, or decrease the monitoring and reporting frequency for
some or all parameters required herein, including requiring sampling of additional or substitute
parameters;
• rescind coverage under the General Permit, and require that the permittee apply for an
individual stormwater discharge permit;
• require the permittee to install structural stormwater controls;
• require the permittee to implement other stormwater control measures;
• require the permittee to perform upstream and downstream monitoring to characterize impacts
on receiving waters;
• require the permittee implement site modifications to qualify for a No Exposure Exclusion; or
• require the permittee to continue Tier Three obligations through the permit COC renewal process,
and_ossibly into the next permit cycle.
Part II Page 7 of 10

Permit No. NCG210000
SECTION C: QUALITATIVE MONITORING REQUIREMENTS
All facilities covered by this permit must perform Qualitative Monitoring. The purpose of
qualitative monitoring is to evaluate the effectiveness of the SPPP and to assess new sources of
stormwater pollution. Qualitative monitoring of stormwater outfalls must be performed during a
measurable storm event.
Qualitative monitoring requires a visual inspection of each stormwater outfall associated with
industrial activity regardless of representative outfall status. Qualitative monitoring shall be
performed semi-annually as specified in Table 4, and during required analytical monitoring events if
applicable (unless the permittee is required to perform further qualitative sampling per the
Qualitative Monitoring Response below). Inability to sample because of adverse weather
conditions must be documented in the SPPP and recorded on the DMR (see Adverse Weather in
Definitions). Only SDOs discharging stormwater associated with industrial activity must be
monitored (See Definitions).
In the event an atypical condition is noted at a stormwater discharge outfall, the permittee shall
document the suspected cause of the condition and any actions taken in response to the discovery.
This documentation will be maintained with the SPPP.
Table 4 Qualitative Monitoring Requirements
Discharge Characteristics
Frequency'
Monitoring
Locationz
Color
Semi -Annual
SDO
Odor
Semi -Annual
SDO
Clarity
Semi -Annual
SDO
Floating Solids
Semi -Annual
SDO
Suspended Solids
Semi -Annual
SDO
Foam
Semi -Annual
SDO
Oil Sheen
Semi -Annual
SDO
Erosion or deposition at the outfall
Semi -Annual
SDO
Other obvious indicators of stormwater pollution
semi -Annual
SDO
Footnotes:
1 Measurement Frequency: Twice per year (unless other provisions of this permit prompt monthly
sampling) during a measureable storm event. See Table 2 for schedule of monitoring periods. The
permittee must continue qualitative monitoring throughout the permit renewal process.
2 Monitoring Location: Qualitative monitoring shall be performed at each stormwater discharge outfall
(SDO) associated with industrial activity, regardless of representative outfall status (ROS).
A minimum of 60 days must separate monitoring dates, unless additional sampling has been
instituted as part of other analytical monitoring requirements in this permit.
If the permittee's qualitative monitoring indicates that existing stormwater BMPs are ineffective, or that
significant stormwater contamination is present, the permittee shall investigate potential causes, evaluate
the feasibility of corrective actions, and implement those corrective actions within 60 days, per the
Part II Page 8 of 10

Permit No. NCG210000
Qualitative Monitoring Response, below. A written record of the permittee's investigation, evaluation,
and response actions shall be kept in the SPPP.
Qualitative Monitoring Response
Qualitative monitoring is for the purposes of evaluating SPPP effectiveness, assessing new sources of
stormwater pollution, and prompting the permittee's response to pollution. If the permittee
repeatedly fails to respond effectively to correct problems identified by qualitative monitoring, or if
the discharge causes or contributes to a water quality standard violation, DWQ may but is not
limited to:
• require that the permittee revise, increase, or decrease monitoring frequency for some or
all parameters (analytical or qualitative);
• require the permittee to install structural stormwater controls;
• require the permittee to implement other stormwater control measures;
• require the permittee to perform upstream and downstream monitoring to characterize
impacts on receiving waters; or
• require the permittee implement site modifications to qualify for a No Exposure Exclusion,
SECTION D: ON -SITE VEHICLE MAINTENANCE MONITORING REQUIREMENTS
Facilities that have any vehicle maintenance activity occurring on -site which uses more than 55
gallons of new motor oil and hydraulic oil per month, combined, when averaged over the
calendar year shall perform analytical monitoring as specified below in Table S. All analytical
monitoring shall be performed during a measureable storm event at all stormwater discharge
outfalls (00s) that discharge stormwater runoff froin vehicle maintenance areas.
Table 5 Analytical Monitoring Requirements for On -Site Vehicle Maintenance
Discharge Characteristics
Units
Measurement
Fre uenc 1
Sample
Type2
Sample
Location3
Non -Polar Oil & Grease by
EPA Method 1664 SGT-HEM
mg/L
semi-annual
Grab
SDO
Total Suspended Solids (TSS)
m L
semi-annual
Grab
SDO
Total Rainfal14
inches
semi-annual
Rain gauge
New Motor Oil Usage
gallons/month
semi-annual
Estimate
-
Footnotes:
1 Measurement Frequency: Twice per year (unless other provisions of this permit prompt monthly
sampling) during a measureable storm event, until either another permit is issued for this facility or
until this permit is revoked or rescinded. If the facility is monitoring monthly because of Tier Two or
Three response actions under the previous General Permit, the facility should continue a monthly
monitoring and reporting schedule.
2 Grab samples shall be collected within the first 30 minutes of discharge.
Part II Page 9 of 10

I' 11iiflli•.IN214itth• OD111C
Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) that discharges
stormwater runoff from area(s) where vehicle maintenance activities occur, unless representative outfall
status (ROS) has been granted. A copy of the letter granting ROS shall be kept on site.
For each sampled measureable storm event, the total precipitation must be recorded. An on -site rain
gauge reading must be recorded. Where isolated sites are unmanned for extended periods of time, a local
rain gauge reading may be substituted for an on -site reading.
The permittee shall complete the analytical samplings in accordance with the schedule specified in
Table 2, unless adverse weather conditions prevent sample collection (see Adverse Weather in
Definitions). Inability to sample because of adverse weather conditions must be documented in the
SPPP and recorded on the DMR. Sampling is not required outside of the facility's normal operating
hours.
Failure to monitor and report semi-annually per permit terms may result in the Division requiring
monthly monitoring for all parameters for a specified time period. "No discharge" from an outfall
or inability to collect a sample because of adverse weather conditions during a monitoring period,
for example, does not constitute failure to monitor, as long as it is properly reported.
The permittee shall compare monitoring results to the benchmark values in Table 6. Exceedances of
benchmark values require the permittee to increase monitoring, increase management actions, increase
record keeping, and/or install stormwater Best Management Practices (BMPs) in a tiered program. See
descriptions of Tier One, Tier Two, and Tier Three response actions in Part 11 Section B above. In the
event that the Division releases the permittee from continued monthly monitoring under Tier Two or
Tier Three, DWQ's release letter may remain in effect through subsequent reissuance of this permit,
unless the release letter provides for other conditions or duration.
The permittee must report the results from each sample taken within the monitoring period (See Part
III E). However, for purposes of benchmark comparison and Tiered response actions, the permittee
shall use the analytical results from the first sample with valid results within the monitoring period.
Table 6 Benchmark Values for On -Site Vehicle and Equipment Maintenance Activities
Discharge Characteristics
Benchmark Values
Non -Polar Oil & Grease by
EPA Method 1664 SGT-HEM
15 mg/L
Total Suspended Solids (TSS)
100 m L
TSS ORW, HQW, Trout jr), and PNA waters
50 m L
Part lI Page 10 of 10

Permit No. NCG210000
PART III STANDARD CONDITIONS FOR NPDES STORMWATER GENERAL PERMITS
SECTION A: COMPLIANCE AND LIABILITY
1. Compliance. Schedule
The permittee shall comply with Limitations and Controls specified for stormwater discharges in
accordance with the following schedule:
Existing Facilities already operating but applying for permit coverage for the first time: Tile
Stormwater Pollution Prevention Plan shall be developed and implemented within 12 months of the
effective date of the Certificate of Coverage and updated thereafter on an annual basis. Secondary
containment, as specified in Part 11, Section A, Paragraph 2(b) of this general permit, shall be
accomplished within 12 months of the effective date of the issuance of the Certificate of Coverage.
New Facilities applying for coverage for the first time: The Stormwater Pollution Prevention
Plan shall be developed and implemented prior to the beginning of discharges from the operation of
the industrial activity and be updated thereafter on an annual basis. Secondary containment, as
specified in Part 11, Section A, Paragraph 2(b) of this general permit shall be accomplished prior to
the beginning of discharges from the operation of the industrial activity.
Existing facilities previously permitted and applying for renewal under this General Permit:
All requirements, conditions, limitations, and controls contained in this permit (except new SPPP
elements in this permit renewal) shall become effective immediately upon issuance of the
Certificate of Coverage. New elements of the Stormwater Pollution Prevention Plan for this permit
renewal shall be developed and implemented within 6 months of the effective date of this general
permit and updated thereafter on an annual basis. Secondary containment, as specified in Part II,
Paragraph 2(b) of this general permit shall be accomplished prior to the beginning of discharges
from the operation of the industrial activity.
2. Duty to om I
The permittee must comply with all conditions of this general permit. Any permit noncompliance
constitutes a violation of the Clean Water Act (CWA) and is grounds for enforcement action; for
permit termination, revocation and reissuance, or modification; or denial of a permit upon renewal
application [40 CFR 122,41].
a. The permittee shall comply with standards or prohibitions established under section 307(a) of
the CWA for toxic pollutants within the time provided in the regulations that establish these
standards or prohibitions, even if the general permit has not yet been modified to incorporate
the requirement.
b, The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 405 of
the Act, or any permit condition or limitation implementing any such sections in a permit issued
under section 402, or any requirement imposed in a pretreatment program approved under
sections 402(a)(3) or 402(b)(8) of the Act, is subject to a civil penalty not to exceed $37,500 per
day for each violation. [33 USC 1319(d) and 40 CFR 122.41(a)(2)]
c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308,
318, or 405 of the Act, or any condition or limitation implementing any of such sections in a
permit issued under section 402 of the Act, or any requirement imposed in a pretreatment
program approved under section 402(a)(3) or 402(b)(8) of the Act, is subject to criminal
penalties of $2,500 to $25,000 per day of violation, or imprisonment of not more than 1 year, or
Part III Page 1 of 10

Permit No. NCG210000
both. In the case of a second or subsequent conviction for a negligent violation, a person shall be
subject to criminal penalties of not more than $50,000 per day of violation, or by imprisonment
of not more than 2 years, or both. [33 USC 1319(c)(1) and 40 CFR 122.41(a) (2)]
d. Any person who knowingly violates such sections, or such conditions or limitations is subject to
criminal penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than
3 years, or both. In the case of a second or subsequent conviction for a knowing violation, a
person shall be subject to criminal penalties of not more than $100,000 per day of violation, or
imprisonment of not more than 6 years, or both. [33 USC 1319(c)(2] and 40 CFR 122.41(a)(2)]
Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act,
or any permit condition or limitation implementing any of such sections in a permit issued under
section 402 of the Act, and who knows at that time that he thereby places another person in
imminent danger of death or serious bodily injury, shall, upon conviction, be subject to a fine of
not more than $250,000 or imprisonment of not more than 15 years, or both. In the case of a
second or subsequent conviction for a knowing endangerment violation, a person shall be
subject to a fine of not more than $500,000 or by imprisonment of not more than 30 years, or
both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction
of violating the imminent danger provision, be subject to a fine of not more than $1,000,000 and
can be fined up to $2,000,000 for second or subsequent convictions. [40 CFR 122.41(a)(2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against
any person who violates or fails to act in accordance with the terms, conditions, or requirements
of a permit. [North Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section
301, 302, 306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation
implementing any of such sections in a permit issued under section 402 of this Act.
Administrative penalties for Class I violations are not to exceed $16,000 per violation, with the
maximum amount of any Class I penalty assessed not to exceed $37,500. Penalties for Class II
violations are not to exceed $16,000 per day for each day during which the violation continues,
with the maximum amount of any Class li penalty not to exceed $177,500. [33 USC 1319(g)(2)
and 40 CFR 122.41(a)(3)]
Duty to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this
general permit which has a reasonable likelihood of adversely affecting human health or the
environment [40 CFR 122.41(d)].
Civil and Criminal Liability
Except as provided in Part ill, Section C of this general permit regarding bypassing of stormwater
control facilities, nothing in this permit shall be construed to relieve the permittee from any
responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6, or
Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance
may be temporarily suspended.
Oil and Hazardous Substance Liahility
Nothing in this general permit shall be construed to preclude the institution of any legal action or
relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or
may be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USC 1321.
Part III Page 2 of 10

Permit No. NCG210000
6. Property Rights
The issuance of this general permit does not convey any property rights in either real or personal
property, or any exclusive privileges, nor does it authorize any injury to private property or any
invasion of personal rights, nor any infringement of Federal, State or local laws or regulations [40
CFR 122.41(g)].
Severability
The provisions of this general permit are severable, and if any provision of this general permit, or the
application of any provision of this general permit to any circumstances, is held invalid, the
application of such provision to other circumstances, and the remainder of this general permit, shall
not be affected thereby [NCGS 15013-23].
$. Duty to Provide Information
The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any
information which the Permit Issuing Authority may request to determine whether cause exists for
modifying, revoking and reissuing, or terminating the general permit issued pursuant to this general
permit or to determine compliance with this general permit. The permittee shall also furnish to the
Permit Issuing Authority upon request, copies of records required to be kept by this general permit
[40 CFR 122.41(h)].
9. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders
inaccurate, any monitoring device or method required to be maintained under this general permit
shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or by
imprisonment for not more than two years per violation, or by both. If a conviction of a person is for
a violation committed after a first conviction of such person under this paragraph, punishment is a
fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4 years, or
both [40 CFR 122.41].
10. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement,
representation, or certification in any record or other document submitted or required to be
maintained under this general permit, including monitoring reports or reports of compliance or
noncompliance shall, upon conviction, be punished by a fine of not more than $10,000 per violation,
or by imprisonment for not more than two years per violation, or by both [40 CFR 122.41].
11. Onshore or Offshore Construction
This general permit does not authorize or approve the construction of any onshore or offshore
physical structures or facilities or the undertaking of any work in any navigable waters.
12. Duty to Reapply
Dischargers covered by this general permit need not submit a new Notice of Intent (NOI) or renewal
request unless so directed by the Division. If the Division chooses not to renew this general permit,
the permittee will be notified to submit an application for an individual permit [15A NCAC 02H
.0127 (e)].
SECTION B: GENERAL CONDITIONS
1. General Permit Expiration
General permits will be effective for a term not to exceed five years, at the end of which the Division
may renew them after all public notice requirements have been satisfied. If a general permit is
renewed, existing permittees do not need to submit a renewal request or pay a renewal fee unless
directed by the Division. New applicants seeking coverage under a renewed general permit must
Part III Page 3 of 10

Permit No. NCG210000
submit a Notice of Intent to be covered and obtain a Certificate of Coverage under the renewed
general permit [15A NCAC 02H .0127(e)].
2. Transfers
This general permit is not transferable to any person without prior written notice to and approval
from the Director in accordance with 40 CFR 122.61. The Director may condition approval in
accordance with NCGS 143-215.1, in particular NCGS 143-215.1(b)(4)b.2., and may require
modification or revocation and reissuance of the Certificate of Coverage, or a minor modification, to
identify the new permittee and incorporate such other requirements as may be necessary Linder the
CWA [40 CFR 122.41(1)(3),,122.61] or state statute. The Permittee is required to notify the
Division in writing in the event the permitted facility is sold or closed.
3. When an Individual Permit May be Required
The Director may require any owner/operator authorized to discharge under a certificate of
coverage issued pursuant to this general permit to apply for and obtain an individual permit or an
alternative general permit. Any interested person may petition the Director to take action tinder this
paragraph. Cases where an individual permit may be required include, but are not limited to, the
following:
a. The discharger is a significant contributor of pollutants;
b. Conditions at the permitted site change, altering the constituents and/or characteristics of
the discharge such that the discharge no longer qualifies for a general permit;
C. The discharge violates the terms or conditions of this general permit;
d. A change has occurred in the availability of demonstrated technology or practices for the
control or abatement of pollutants applicable to the point source;
e. Effluent limitations are promulgated for the point sources covered by this general permit;
f. A water quality management plan containing requirements applicable to such point sources
is approved after the issuance of this general permit;
g. The Director determines at his or her own discretion that an individual permit is required.
4. When an Individual Permit May be Requested
Any permittee operating under this general permit may request to be excluded from the coverage of
this general permit by applying for an individual permit. When an individual permit is issued to an
owner/operator the applicability of this general permit is automatically terminated on the effective
date of the individual permit.
Signatory Requirements
All applications, reports, or information submitted to the Permitting issuing Authority shall be
signed and certified [40 CFR 122.41(k)].
a. All Notices of Intent to be covered under this general permit shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a
responsible corporate officer means: (a) a president, secretary, treasurer or vice president
of the corporation in charge of a principal business function, or any other person who
performs similar policy or decision making functions for the corporation, or (b) the manager
of one or more manufacturing, production, or operating facilities, provided, the manager is
authorized to make management decisions which govern the operation of the regulated
facility including having the explicit or implicit duty of making major capital investment
recommendations, and initiating and directing other comprehensive measures to assure
long term environmental compliance with environmental laws and regulations; the manager
can ensure that the necessary systems are established or actions taken to gather complete
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Permit No. NCG21000O
and accurate information for permit application requirements, and where authority to sign
documents has been assigned or delegated to the manager in accordance with corporate
procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive
officer or ranking elected official [40 CFR 122.22].
b. All reports required by the general permit and other information requested by the Permit
Issuing Authority shall be signed by a person described in paragraph a. above or by a duly
authorized representative of that person. A person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the
overall operation of the regulated facility or activity, such as the position of plant manager,
operator of a well or well field, superintendent, a position of equivalent responsibility, or an
individual or position having overall responsibility for environmental matters for the company.
(A duly authorized representative may thus be either a named individual or any individual
occupying a named position.); and
(3) The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.221
c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer
accurate because a different individual or position has responsibility for the overall operation of
the facility, a new authorization satisfying the requirements of paragraph (b) of this section must
be submitted to the Director prior to or together with any reports, information, or applications
to be signed by an authorized representative [40 CFR 122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make
the following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL
BE ACCEPTED:
"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
properlygather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible forgathering 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 f nes and imprisonment for knowing violations. "
b. General Permit Modification. Revocation and Reissuance, or Termination
The issuance of this general permit does not prohibit the Permit Issuing Authority from reopening
and modifying the general permit, revoking and reissuing the general permit, or terminating the
general permit as allowed by the laws, rules, and regulations contained in Title 40, Code of Federal
Regulations, Parts 122 and 123; Title 15A of the North Carolina Administrative Code, Subchapter 2H
.0100; and North Carolina General Statute 143-215.1 et al.
After public notice and opportunity for a hearing, the general permit may be terminated for cause.
The filing of a request for a general permit modification, revocation and reissuance, or termination
does not stay any general permit condition. The Certificate of Coverage shall expire when the
general permit is terminated.
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0
Permit No. NCG210000
7. Certificate of Coverage Actions
Coverage under the general permit may be modified, revoked and reissued, or terminated for cause.
The notification of planned changes or anticipated noncompliance does not stay any general permit
condition [40 CFR 122.41(f)].
$, Annual Administering and Compliance Monitoring Fee Requirements
The permittee must pay the administering and compliance monitoring fee within 30 (thirty) days
after being billed by the Division. Failure to pay the fee in timely manner in accordance with 15A
NCAC 2H .0105(b)(2) may cause this Division to initiate action to revoke coverage under the general
permit.
SECTION C: OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1'_r_oper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of treatment
and control (and related appurtenances) which are installed or used by the permittee to achieve
compliance with the conditions of this permit. Proper operation and maintenance also includes
adequate laboratory controls and appropriate quality assurance procedures. This provision requires
the operation of back-up or auxiliary facilities or similar systems which are installed by a permittee
only when the operation is necessary to achieve compliance with the conditions of this permit [40
CFR 122.41(e)].
2. Need to Halt or Reduce Not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been necessary
to halt or reduce the permitted activity in order to maintain compliance with the condition of this
general permit 140 CFR 122.41(c)],
3. Bypassing of Stormwater Control Facilities
Bypass is prohibited and the Director may take enforcement action against a permittee for bypass
unless:
a. Bypass was unavoidable to prevent loss of life, personal injury or severe property damage; and
b. There were no feasible alternatives to the bypass, such as the use of auxiliary control facilities,
retention of stormwater or maintenance during normal periods of equipment downtime or dry
weather. This condition is not satisfied if adequate backup controls should have been installed
in the exercise of reasonable engineering judgment to prevent a bypass which occurred during
normal periods of equipment downtime or preventive maintenance; and
c. The permittee submitted notices as required under, Part III, Section E of this general permit.
If the Director determines that it will meet the three conditions listed above, the Director may
approve an anticipated bypass after considering its adverse effects.
SECTION D: MONITORING AND RECORDS
Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the volume
and nature of the permitted discharge. Analytical sampling shall be performed during a measureable
storm event. Samples shall be taken on a day and time that is characteristic of the discharge. All
samples shall be taken before the discharge joins or is diluted by any other waste stream, body of
water, or substance. Monitoring points as specified in this general permit shall not be changed
without notification to and approval of the Permit Issuing Authority [40 CFR 122.410)].
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Permit No. NCG210000
2. Recording Results
For each measurement or sample taken pursuant to the requirements of this general permit, the
permittee shall record the following information (40 CFR 122.41]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
Flow Measurement
Where required, appropriate flow measurement devices and methods consistent with accepted
scientific practices shall be selected and used to ensure the accuracy and reliability of measurements
of the volume of monitored discharges.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations published
pursuant to NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to regulations
published pursuant to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as
Amended, and Regulation 40 CFR 136.
To meet the intent of the monitoring required by this general permit, all test procedures must
produce minimum detection and reporting levels and all data generated must be reported down to
the minimum detection or lower reporting level of the procedure. If no approved methods are
determined capable of achieving minimum detection and reporting levels below general permit
discharge requirements, then the most sensitive (method with the lowest possible detection and
reporting level) approved method must be used.
Representative Outfall
If a facility has multiple discharge locations with substantially identical stormwater discharges that
are required to be sampled, the permittee may petition the Director for representative outfall status.
If it is established that the stormwater discharges are substantially identical and the permittee is
granted representative outfall status, then sampling requirements may be performed at a reduced
number of outfalls.
6. Records Retention
Qualitative monitoring shall be documented and records maintained at the facility along with the
Stormwater Pollution Prevention Plan (SPPP). Copies of analytical monitoring results shall also be
maintained on -site. The permittee shall retain records of all monitoring information, including
o all calibration and maintenance records,
o all original strip chart recordings for continuous monitoring instrumentation,
o copies of all reports required by this general permit,
o copies of all data used to complete the Notice of Intent to be covered by this general permit.
These records er copies shall be maintained for a period of at least 5 years from the date of the
sample, measurement, report or Notice of Intent application. This period may be extended by
request of the Director at any time [40 CFR 122.411. If this volume of records cannot be maintained
on -site, the documents must be made available to an inspector upon request as immediately as
possible.
7. Inspection and Entry
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Pen -nit No. NCG210000
The permittee shall allow the Director, or an authorized representative (including an authorized
contractor acting as a representative of the Director), or in the case of a facility which discharges
through a municipal separate storm sewer system, an authorized representative of a municipal
operator or the separate storm sewer system receiving the discharge, upon the presentation of
credentials and other documents as may be required by law, to:
a. Enter upon the permittee's premises where a regulated facility or activity is located or conducted,
or where records must be kept under the conditions of this general permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions
of this general permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control
equipment), practices, or operations regulated or required under this general permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as
otherwise authorized by the Clean Water Act, any substances or parameters at any location [40
CFR 122.41(i)].
SECTION E: REPORTING REQUIREMENTS
1. Discharge Monitoring Reports
Samples analyzed in accordance with the terms of this general permit shall be submitted to the
Division on Discharge Monitoring Report (DMR) forms provided by the Director. DMR forms are
available on the Division's website (http://portal.ncdenr.orgjweb/]r/n12des-stormwater).
Submittals shall be delivered to the Division no later than 30 days from the date the facility
receives the sampling results from the laboratory.
When no discharge has occurred from the facility during the report period, the permittee is required
to submit a discharge monitoring report, within 30 days of the end of the specified sampling period,
giving all required information and indicating "NO FLOW" as per NCAC T15A 02B.0506.
if the permittee monitors any pollutant more frequently than required by this general permit using
test procedures approved under 40 CFR Part 136 and at a sampling location specified in this general
permit or other appropriate instrument governing the discharge, the results of such monitoring shall
be included in the data submitted on the DMR.
The permittee shall record the required qualitative monitoring observations on the SDd Qualitative
Monitoring Report form provided by the Division and shall retain the completed forms on site.
Qualitative monitoring results should not be submitted to the Division, except upon DWQ's specific
requirement to do so. Qualitative Monitoring Report forms are available at the website above.
2. Submitting Reports
Two signed copies of Discharge Monitoring Reports (DMRs) shall be submitted to:
Central Files
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of the
Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available for
public inspection at the offices of the Division. As required by the Act, analytical data shall not be
considered confidential. Knowingly making any false statement on any such report may result in the
Partill Page 8 of 10

Pennit No. NCG210000
imposition of criminal penalties as provided for in NCGS 143-215.613 or in Section 309 of the Federal
Act.
4. Non-Stormwater Discharges
If the storm event monitored in accordance with this general permit coincides with a non-
stormwater discharge, the permittee shall separately monitor all parameters as required under all
other applicable discharge permits and provide this information with the stormwater discharge
monitoring report.
S. Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned changes at the
permitted facility which could significantly alter the nature or quantity of pollutants discharged [40
CFR 122.41(1)]. This notification requirement includes pollutants which are not specifically listed in
the general permit or subject to notification requirements under 40 CFR Part 122.42 (a).
6. Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes at the permitted
facility which may result in noncompliance with the general permit [40 CFR 122.41(l)(2)].
7. Shills
The permittee shall report to the local DWQ Regional Office, within 24 hours, all significant spills as
defined in Part IV of this general permit. Additionally, the permittee shall report spills including:
any oil spill of 25 gallons or more, any spill regardless of amount that causes a sheen on surface
waters, any oil spill regardless of amount occurring within 100 feet of surface waters, and any oil
spill less than 25 gallons that cannot be cleaned up within 24 hours.
Bypass
Notice [40 CFR 122.41(m)(3)1:
a. Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall submit
prior notice, if possible at least ten days before the date of the bypass; including an evaluation of
the anticipated quality and affect of the bypass.
b. Unanticipated bypass. The permittee shall submit notice within 24 hours of becoming aware of
an unanticipated bypass.
Twenty-four Hour Reporting
a. The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger health or the environment. Any information shall be
provided orally within 24 hours from the time the permittee became aware of the circumstances.
A written submission shall also be provided within 5 days of the time the permittee becomes
aware of the circumstances.
The written submission shall contain a description of the noncompliance, and its causes; the
period of noncompliance, including exact dates and times, and if the noncompliance has not
been corrected, the anticipated time compliance is expected to continue; and steps taken or
planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40 CFR
122.41(1) (6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section
if the oral report has been received within 24 hours.
C. Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at [phone], [phone] or [phone].
10. Other Noncompliance
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Permit No. NCG210000
The permittee shall report all instances of noncompliance not reported under 24 hour reporting at
the time monitoring reports are submitted [40 CFR 122.41(1)(7)].
11. Other Information
Where the Permittee becomes aware Thal it failed to submit any relevant facts in a Notice of Intent to
be covered under this general permit, or submitted incorrect information in that Notice of Intent
application or in any report to the Director, it shall promptly submit such facts or information [40
CFR 122.41(1)(8)].
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Permit No. NCG210000
PART IV DEFINITIONS
1. Act
See Clean Water Act.
2. Adverse Weather
Adverse conditions are those that are dangerous or create inaccessibility for personnel, such as local
flooding, high winds, or electrical storms, or situations that otherwise make sampling impractical.
When adverse weather conditions prevent the collection of samples during the sample period, the
permittee must take a substitute sample or perform a visual assessment during the next qualifying
storm event. Documentation of an adverse event (with date, time and written narrative) and the
rationale must be included with your SPPP records. Adverse weather does not exempt the permittee
from having to file a monitoring report in accordance with the sampling schedule. Adverse events
and failures to monitor must also be explained and reported on the relevant DMR.
3. Allowable Non-Stormwater Discharges
This general permit regulates stormwater discharges. Non-stormwater discharges which shall be
allowed in the stormwater conveyance system are:
a. All other discharges that are authorized by a non-stormwater NPDES permit.
b. Uncontaminated groundwater, foundation drains, air -conditioner condensate without added
chemicals, springs, discharges of uncontaminated potable water, waterline and fire hydrant
flushings, water from footing drains, irrigation waters, flows from riparian habitats and
wetlands.
c. Discharges resulting from fire -fighting or fire -fighting training, or emergency shower or eye
wash as a result of use in the event of an emergency.
4. Best Management Practices (BMPs)
Measures or practices used to reduce the amount of pollution entering surface waters. BMPs may
take the form of a process, activity, or physical structure. More information on BMPs can be found
at: http_//cfpub.el2a.gov/npdes/stormwater/menuofhmps/index.cfm.
5. Bypass
A bypass is the known diversion of stormwater from any portion of a stormwater control facility
including the collection system, which is not a designed or established operating mode for the
facility.
6. Bulk Storage of Liquid Products
Liquid raw materials, manufactured products, waste materials or by-products with a single above
ground storage container having a capacity of greater than 660 gallons or with multiple above
ground storage containers located in close proximity to each other having a total combined storage
capacity of greater than 1,320 gallons.
7. Certificate of Coverage
The Certificate of Coverage (COC) is the cover sheet which accompanies a general permit upon
issuance and lists the facility name, location, receiving stream, river basin, effective date of coverage
under the general permit and is signed by the Director.
8. Clean Water Act
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33
USC 1251, et. seq.
9. Division or DWO
The Division of Water Quality, Department of Environment and Natural Resources.
10. Director
Part IV Page 1 of 4 Pages

Permit No. NCG210000
The Director of the Division of Water Quality, the permit issuing authority.
11. EMC
The North Carolina Environmental Management Commission.
12. Grab Sample
An individual sample collected instantaneously. Grab samples that will be analyzed (quantitatively
or qualitatively) must be taken within the first 30 minutes of discharge.
13. Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act.
14. Landfill
A disposal facility or part of a disposal facility where waste is placed in or on land and which is not a
land treatment facility, a surface impoundment, an injection well, a hazardous waste long-term
storage facility or a surface storage facility.
15. Measureable Storm Event
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 may not
apply if the permittee is able to document that a shorter interval is representative for local storm
events during the sampling period, and obtains approval from the local DWQ Regional Office. Two
copies of this information and a written request letter shall be sent to the local DWQ Regional Office.
After authorization by the DWQ Regional Office, a written approval letter must be kept on site in the
permittee's SPPP.
16. Municipal Separate Storm Sewer System (MS41
A stormwater collection system within an incorporated area of local self-government such as a city
or town.
17. No Exposure
A condition of no exposure means that all industrial materials and activities are protected by a storm
resistant shelter or acceptable storage containers to prevent exposure to rain, snow, snowmelt, or
runoff. Industrial materials or activities include, but are not limited to, material handling equipment
or activities, industrial machinery, raw materials, intermediate products, by-products, final products,
or waste products. DWQ may grant a No Exposure Exclusion from NPDES stormwater permitting
requirements only if a facility complies with the terms and conditions described in 40 CFR
§122.26(g).
18. Notice of Intent
The state application form which, when submitted to the Division, officially indicates the facility's
notice of intent to seek coverage under a general permit.
19. Permit Issuing Authority
The Director of the Division of Water Quality (see "Director" above).
20. Permittee
The owner or operator issued a Certificate of Coverage pursuant to this general permit.
21, Point Source Discharge of Stormwater
Any discernible, confined and discrete conveyance including, but not specifically limited to, any pipe,
ditch, channel, tunnel, conduit, well, or discrete fissure from which stormwater is or may be
discharged to waters of the state.
22. Representative Outfall Status
Part IV Page 2 of 4 Pages

Permit No. NCG210000
When it is established that the discharge of stormwater runoff from a single outfall is representative of the
discharges at multiple outfalls, the DWQ may grant representative outfall status. Representative outfall
status allows the permittee to perform analytical monitoring at a reduced number of outfalls.
23. Secondary Containment
Spill containment for the contents of the single largest tank within the containment structure plus
sufficient freeboard to allow for the 25-year, 24-hour storm event.
24. Section 313 Water Priority Chemical
A chemical or chemical category which:
b. Is listed in 40 CFR 372.65 pursuant to Section 313 of Title III of the Superfund Amendments and
Reauthorization Act (SARA) of 1986, also titled the Emergency Planning and Community Right -
to -Know Act of 1986;
C. Is present at or above threshold levels at a facility subject to SARA title 111, Section 313 reporting
requirements; and
d. Meets at least one of the following criteria:
i. Is listed in appendix D of 40 CFR part 122 on Table If (organic priority pollutants), Table
III (certain metals, cyanides, and phenols) or Table IV (certain toxic pollutants and
hazardous substances);
ii. Is listed as a hazardous substance pursuant to section 311(b)(2)(A) of the CWA at 40 CFR
116.4; or
iii. Is a pollutant for which EPA has published acute or chronic water quality criteria.
25. Severe Property Damage
Substantial physical damage to property, damage to the control facilities which causes them to
become inoperable, or substantial and permanent loss of natural resources which can reasonably be
expected to occur in the absence of a bypass. Severe property damage does not mean economic loss
caused by delays in production.
26. Significant Materials
Includes, but is not limited to: raw materials; fuels; materials such as solvents, detergents, and plastic
pellets; finished materials such as metallic products; raw materials used in food processing or
production; hazardous substances designated under section 101(14) of CERCLA; any chemical the
facility is required to report pursuant to section 313 of Title III of SARA; fertilizers; pesticides; and
waste products such as ashes, slag and sludge that have the potential to be released with stormwater
discharges.
27. Significant Spills
Includes, but is not limited to: releases of oil or hazardous substances in excess of reportable
quantities under section 311 of the Clean Water Act (Ref: 40 CFR 110.3and 40 CFR 117.3) or section
102 of CERCLA (Ref: 40 CFR 302.4).
28. Stormwater Discharge Outfall CSDO)
The point of departure of stormwater from a discernible, confined, or discrete conveyance, including
but not limited to, storm sewer pipes, drainage ditches, channels, spillways, or channelized collection
areas, from which stormwater flows directly or indirectly into waters of the State of North Carolina.
29. Stormwater Runoff
The flow of water which results from precipitation and which occurs immediately following rainfall
or as a result of snowmelt.
30. Stormwater Associated with Industrial Activity
The discharge from any point source which is used for collecting and conveying stormwater and
which is directly related to manufacturing, processing or raw material storage areas at an industrial
site. Facilities considered to be engaged in "industrial activities" include those activities defined in
Part IV Page 3 of 4 Pages

Permit No. NCG210000
40 CFI2122.2b(b)(14). The term does not include discharges from facilities or activities excluded
from the NPDES program.
31. Stormwater Pollution Prevention Plan (SPPPI
A comprehensive site -specific plan which details measures and practices to reduce stormwater
pollution and is based on an evaluation of the pollution potential of the site.
32. Total Maximum Daily Load (TMD
TMDLs are written plans for attaining and maintaining water quality standards, in all seasons, for a
specific water body and pollutant. A list of approved TM DLs for the state of North Carolina can be
found at http://portal.ncd_enr.org/web/wq`ps/mtuItmdl.
33. Toxic Pollutant
Any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act,
34, Vehicle Maintenance Activity
Vehicle rehabilitation, mechanical repairs, painting, fueling, lubrication, vehicle cleaning operations,
or airport deicing operations.
35. Visible Sedimentation
Solid particulate matter, both mineral and organic, that has been or is being transported by water,
air, gravity, or ice from its site of origin which can be seen with the unaided eye.
36. 25-year. 24 hour Storm Event
The maximum 24-hour precipitation event expected to be equaled or exceeded, on the average, once
in 25 years.
Part IV Page 4 of 4 Pages