19930920 Ver 1_Complete File_19931028

State of North Carolina
Department of Environment,
Health and Natural Resources 1 • •
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary H FI
A. Preston Howard, Jr., P.E., Director
April 7, 1994
Mr. Lou Owens
Hevi-Duty Electric Company
2701 S. U.S. 117
Goldsboro, N.C. 27530
Dear Mr. Owens;
Subject: Modification of 401 Certification
Ditch excavation
DEM Project #93920
Wayne County
The Division issued a 401 Certification to Hevi-Duty
Electric Company on 12 November 1993 to conduct maintenance
dredging and stabilization on a ditch with PCB contamination.
Condition No. 2 of this certification will allow the additional
channel excavation as described in the 23 March 1994 letter from
Mr. David Pritchard of BEST. The certification is hereby modified
to allow riprap installation to stabilize the channel adjacent to
SR 1926.
Please contact Mr. John Dorney of my staff at 919-733-1786
if you have any questions.
Sincerely,
?f 0,
Preston Howard, Jr. P.E.
93920.1tr
cc: Washington DEM Regional Office
Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Central Files
Mr. John Dorney
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
lulzo/83 17:17 IQ'a18 Oyu 8117 Vhl NA".0aH lvl. LIuuaruVQ
DEM ID:
ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit #):
JOINT FORM. FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. Box 1890
Wilmington, NC 28402-1890
ATTN: CESAW CO-E
Telephone [phone]
WATER QUALM PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
P.O. Box 29535
Raleigh, NC 276 3 [ Q ?]
An N: MR. 10
Telephone (919) 7 83 ?aq
ONE (1) COPY OF THIS COMPLETED APPLICATION SH0 S2W t0017 EICORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIMS N F ENVIRONME ; AL 'MANAGEMENT.
PLEASE PRINT: WETLANDS GROUP
1. Owners Name: h?v/' .?v %r? C • C Y? 1 C: WATER URUTY SECTION
2. Owners Address: 0770/ S. 0-5: //7 ge ; 8a4o -, N c' ass o
3. Owners Phone Number (Home):
(Work): 219- 73 y_ X'?vo
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
_ GcUcJ Olc/E'VS - ' &,4,v MA/?!A(?? - o07a! S. U -1Z /!7 oz ?.eo AIC 'gin
CN - f?/'TG' - f/di ?? iv ?-.v? ?' o?.20' r, v'S !/7 ?L C N,t:. 7S3z?
5.. Location of work (MUST ATTACH MAP). County: ??fJYrVE
Nearest Town or City: _ 6 at L s Ro 2
Specific Location (Include road numbers, landmarks, etc.): -AS'f vT cl, i/7 A, ,e 7'i/ nr=
- ST r .9 r'JAS T ?69,oX oA "7764ck s' . ,3 c • Tf;/ s-,-0- / 1-16
S'ou rNWES T O•F- vL 1' BOIL
6. Name of Closest Stream/River: A/C 41 S6'
7. River Basin: AIGvS Q1V9e,.
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS 1, or WS II? YES [ ] NO
9. Have any Section 404 permits been previously requested for use on this property? YES [ I NO M
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site:
G? J-3 A) r
11. Number of acres of waters of the U.S., including wetlands. impacted by the proposed project:
_
Filled: Z P &P 41/4/4t 217-C.14
Drained.
Flooded. v
Excavated: C) S -Y T
Total Impacted: S' '`
Description of proposed work (Attach PLANS-8 1/2" X 11 drawings only): XXCA?ATS' SCb1MwTS
QaM .. j&.00 iC02T taNG 0, / a - ?voT- wr ?F ?,elrslrF' ws437c,? D??9i-?/A6lr D/ T h/
Purpose of proposed work:
'pwv& >> tiJ c/
State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures
ken to minimize wetland impacts. ?zlv.?tE'NYS IV ?ir ?irCH ra?TA..s/ Cases/ Gan/nS AF PCBc
vTAiaL ?IF?1 >CSz = c=5tu0vp-r A? jepa?r To A&,rvrE-PlsAsit, Ae& eo-i??lal?.V,?r ??f?S
R , w wo. • . s1 ibS o .,;.Y" 4CP .,;LM.- .
You are required to contact the U.S. Fish and Wildlife Service (USFW ) and%/or National Marine Fisheries Service
1 I;S) regarding the presence or any Federally listed orproposed for listing endangered or threatened species or critical
Lbitat in the permit area that may be affected by the proposed project. Have you done so? . YES )?] NO [ )
ESPONSES FROM THE USFWS ANY)/OR NMFS SHOULD BE FORWARDED TO CORPS.
i. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic
operties in the permit area which may be affected by the proposed project? Have you done so? YES ?d NO [ ]
ESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
1. Additional information required by DEM.
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormwater management plan is required for this project, attach copy.
E. What is land use of surrounding property? eS?°>C?t rv,P?lt.
F. If applicable, what is proposed method of sewage disposal? dee WISLES AWK 0bz Tl!r ?v >A"r4 data , ,
Owner's
sv -AS'-
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Date
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McArthur ?.
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1 0 1 MILE
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Base Map Taken from USGS 7.5-Minute Series Topographic Map
Southwest Goldsboro, N.C. Quadrangle, 1974. QUADRANGLE L=TION
Datum Is National Geodetic Vertical Datum of 1929 (NGVD).
Elevation Contour Interval is 5 feet.
Hevi-Duty Electric Stone Water PenrJtdng Assessment
Goldsboro, North Carolina Goldsboro Facility SITE LOCATION PLAN
Goldsboro, North Carolina
GEI Consuitants, Inc. Project 91259 November 15, 1991 FIGURE 1
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# David Pritchard
/ Vice President
Jf & Gen. Manager of Operations
.1 A;m
9
3120 Medlock Bridge Road, Bldg. J

LO Norcross, Georgia 30071
G ES
13ANK N CHNO
448
6741
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SERVI 4
4
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Fax [phone]
Pager 1 800 759-7243 (5715436)
Residence 404 623-1707
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1EA
An Aquarian Comparny
FCB IN SOIL
IBA Project Number: 3.166-003
9308125-06
Hate Received:
08/05/93
IEA Sample Number:
' GEX Consultants, Inc.
pled:
Date Sam /03/93
0
Name:
client
client Project YD: 93235 Date Extracted: 06
8/12/93
Sample identification: SD-93235-50309-01 Date Anaalyzeds 08/21/93
Matrix: Soil Analysis By: Willey
moisture correction Factor: 1.0 Dilution Factor: 1.0
Quantitation Results
Limit Concentration
Number Compound (ug/]eg) (ug/kg)
1 Aroolor 1016 80 BQL
2 Aroclor 1221 80 BQL
3 Aroclor 1232 80 BQL
4 Aroclor 1242 80 BQL
5 Aroclor 1248 80 8QL
460
6 Aroclor 1254 160
7 Aroclor 1260 160 BQL
a
comments:
Sample specific quantitation limits may be calculated by multiplying
the quantitation limit by the dilution factor and/or moisture
correction factor where reported.
SQL = Below Quantitation Limit
FORK FIBS Rev. 030293
10/26/93 16:13 $919 676 9117 GEI RALEIGH NC 11004/007
• JEA
An Agvadon Company
PC8 IN SOIL
iEA Project Number: 1166-003
9306125-07
Date Received:
0/05/93
IEA.Sample? Number: GFbi Consultants, Inc. Date Sampled: 088/03/93
Client Name:
t In. 93235 Date Extracted: 08/12/93
.
client Projec
Sample Identification: sD-93235-SD317?01 Date Analyzed: 08/21193
Matrix: soil Analysis BY. Willey
Moisture Correction Factor: 1.0 Dilution Factor: 20
Quantitation Results
Limit Concentration
(u9/kq) (u4/kg)
Number compound
1 Aroclor 1016 80 BQL
2 Aroclor 1221 80 BQL
Q
3 Aroclor 1232 80 BQL
4 Aroalor 1242 80
0 BQL
-5 Aroclor 1248 00
7
6 Aroolor 1254 1660 9
BQL
7 Aroclor 1260 160
PPPk
comments;
Sample specific quantitatiOn limits may be calculated by multiplying
the quantitation limit by the dilution factor and/or moisture
correction factor where reported.
BQL = Below Quantitation Limit
Quanti.tati.on limit elevated due to extract dilution prior to analysis.
Extract diluted.due to the presence of target compounds.
FORM PCSS Rev. 030293
'0919 U-75, 9117
.:t Number:
Number:
.)ject ID:
antif ication:
.orrection Factor
Compound
Aroclor 1016
Aroclor 1221
Aroclor 1232
Aroclor 1242
Aroclor 1248
Aroclor 1254
Arcclor 1260
3y ic quantita:.
:icatation limit by-
ia" factor where
'?glow Quantitati.
-tion limit alava
c'iluted due to t.
iRs Rev. 03025.
-, : ?toasioo.
>i;?? Received: 08/05/93
Sampled: 08/03/93
,ta Extracted: 08/12/93
:_,za Analyzed: 08/21/93
,Yais By. Willey
. .,.Lution Factor: 10
_ntitation
--q/kg)
s0 -
80
80
80
s0
1.60
I so
Results
Concentration
(ug/kg)
BQL
BQL
BQL
BQL
BQL
2800
SQL

:d by multiplying
moisture
-
prior to analysis
- 1EA
any
O
PCB IN SOIL
IEA Project Number:
b 1166-003
930$125-09
Date Received:
08/05/93
er:
IEA Sample Num GEI Consultants, Inc. Date Sampled: 08/03/93
Client Name: 93235 Date Extracted: 08/12/93
client Project ID:
Sample Identification: SD-93235-SD322-411 Date Analyzed: 08/21/93
i
Soil Analysis By: aley
V
Matrix:
Moisture Correction Factor: 1.0 Dilution Factor: 50
Quantitatlon Results
Limit concentration
(uq/kg) (ug/kg)
Number Compound
1 Aroclor 1016 80 BQL
BQL
2 Aroclor 1221 80
80 SQL
3 Aroclor 1232 $0 11000
4 Aroclo.r 1242 80 BQL
5 AroclCr 1248 160 18000
6 Azoclor 1254 160 BQL
7 Aroolor 1260

Comments:
Sample specific quantitation limits may be calculated by multiplying
the quantitation limit by the dilution factor and/or moisture
correction factor where reported.
BQL = Below Quantitation Limit
Quantitation limit elevated due to extract dilution prior to analysis.
Extract diluted due to the presence of target compounds.
FORM PCBS Rev. 030293
• 1EA
An Aquati0n CompaAY
PCB IN SOIL
IPA Project Number:
IEA Sample Number:
Client Names
Client Project IDs
Sample identification:
Matrix-.
Moisture Correction Factor:
1166-003
9308125-10 Date Received: 08/05/93
GEI Consultants, Inc. Date sampled: 08/03/93
93235 Date Extracted: 08/12/93
SD-93235-SD325-01 Date Analyzed: 08/21/93
Soil Analysis By: Willey
1.3 Dilution Factor: 20
Quantitatiion Results
Limit concentration
(ug/kq) (ug/kg)
Number Compound
1 Aroclor 1016 80 BQL
2 Aroclor 1221 80 BQL
BQL
3 Aroclor 1232 80 BQL
4 Aroclor 1242 80
80 BQL
5 Aroclor 1248 6600
6 Aroclor 1254 160 SQL
7 Aroclor 1260 160

comments:
Sample specific quantitation limits may be calculated by multiplying
the quantitation limit by the dilution factor and/or moisture
correction factor where reported.
SQL ;- Below Quantitation Limit
Quantitation limit elevated due to extract dilution prior to analysis.
Target compound concentration adjusted for S moisture.
Extract diluted due to the presence of target compounds.
FORM PCBS Rev. 030293
October 25, 1993
Project 93235
Mr. Roger Thorpe
North Carolina Department of Enviroament,
Health and Natural Resources
Division of Environmental Management
1424 Carolina Avenue
Washington, NC 27889
Re: Ex
Ele
Go
Dear Mr.
The purpo
Whiteside
Technolog
Hevi-Duty
drainage di
observe an
about 1 to
ditch. The
containers
nversation between you, Steve
Bank's Environmental Service
2600-foot-long, 10-foot-wide
brming the work, and GEI will
avate sediments to a depth of
working from each side of the
ick and transferred into roll-off
posal facility.
Based on c red for this work, but we are
submitting this letter and attached site plan for your information. Some surface water may
be pumped from the ditch during sediment excavation or to divert surface water flow in the
ditch around a construction area. You have indicated that an NPDES permit is not required
to pump uncontaminated, untreated water back into the drainage ditch. If contaminated
water is encountered, this water will be stored in tanks or tank trucks for shipment to an off-
site permitted disposal facility. Therefore, an NPDES permit will not be required.
v?
Mr. Roger Thorpe
2- October 25, 1993
If you have any questions, please call meat [phone] or Dave Pritchard at (800) 843-
7284.
Sincerely,
GEI CONSULTANTS, INC.
Stephen L. Whiteside, P.E.
Vice President
SLW/xwj
Al"',
Enclosure

1?
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b" ,Park
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74
McArMur ,
_._Lake
SCALE 1.24 000
1 q o 1 Mn,E
1000 a 1000 2000 3000 4000 x000 6000 7000 FEU '
Base Map Taken from USGS 7.5-Minute Series Topographic Map
Southwest Goldsboro, N.C. Quadrangle, 1974.,,N OJADAMaX Datum is National Geodetic Vertical Datum of 1929 (NGVD).
Elevation Contour Interval Is 5 feet W% KIA
McDermott
Chicago, II n Emery
Hevi-Duty 'Electric SITE LOCATION PLAN
Chicago, Illinois Goldsboro, North Carolina
Project 93235 September 1993
GEI Consultants, Inc. Figure 1

10/28/93
11:00 $919 676 9117
October 25, 1993
Project 93235
GEL KALb1%2U 14%,
Mr. Pat McClain
North Carolina Department of Environment,
Health and Natural Resources
Division of Environmental Management
1424 Carolina Avenue
Washington, NC 27889

Re: Excavatlon of Sediments from
Devi-Duty Electric
Goldsboro$ North Carolina I-V
Dear Mr. McClain:
The purpose of this letter is to summari% `e ne conversation between you, Steve
Whiteside of GEI Consultants (GEI), and av ritchard of Banks Environmental Service
Technologies (BEST) on Octo? 1993•
Hevi-Duty Electric inters t?a . e 'meats from a 2500-foot-long, 10-foot-wide
drainage ditch at their Golds o f ility. EST will be performing the work, and GEI will
observe and document ? ditT is ch us ng ma g to excavate sediments to a depth oJ
about 1 to 3 feet ov of ackhoe working from each side of the
en
ditch. The excav edime is ill be loaded into a dump truck and transferred into roll-ofi
containers or rail ship nt to a permitted off site disposal facility.
Based on our telephone versation, an erosion and sedimentation control plan is no
required, but we are submitting this letter and attached site plan for your information. Ou;
calculations show the area of disturbance to be less than one acre, therefore an erosion an(
sedimentation control plan is not required. You have indicated that rutting from machinen
traffic is not considered disturbance because it is not caused by a grading or bladini
operation.
As recommended by you, BEST will construct a filter dam using riprap and 1-inch czushe
stone (NCDOT 57) at the downstream end of the drainage ditch.
Mr. Pat McClain -2- October 25, 1995
If you have any questions, please call me at [phone] or Dave Pritchard at (800) 843-
7284.
Sincerely,
GEI CONSULTAN'T'S, INC.
Stephen L. Whiteside, P.E.
Vice President
SLW/rwj
Enclosure
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SCALE 1:24 000
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Base Map Taken from USGS 7.5-Minute Series Topographic Map
Southwest Goldsboro, N.C. Quadrangle, 1974.
QUADRAFMLE £OG710N
Datum is National Geodetic Vertical Datum of 1929 (NGVD).
Elevation Contour Interval Is 5 feet:
McDermott; Will Emery Hevi-Duty Electric SITE LOCATION PLAN
Chicago, Illinois Goldsboro, North Carolina
Project 93235 September 1993
GEI Consultants, Inc. Figure 1
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STORM WATER POLLUTION PREVENTION PLAN
NEVI-DUTY ELECTRIC CO.
A UNIT OF GENERAL SIGNAL
2701 U.S. HWY 117 SO.
GOLDSBORO, NC. 275:30
President: D. Cheshire
VP/General Manager: R. Steed
Manufacturing Manager: L. Owens
Plant Engineer: E. Hitch
Phone Number: [phone]
Plan Administrator E. Hitch
Personnel: Managers and Office Staff = 175
Direct taabEm?.lc,ya?•? _ 6ci.
-------------
Total Office and Plant = 343
1.0 Site Location and Description
The Goldsboro plant is located southwest of Goldsboro, east of
U.S. 117, north of S.R. 1927, west of the Seaboard Coast Line
Railroad tracks, and south of S.R. 1926. Figure 1, a portion of
the USES Southwest Gioldsboro 7.5-minute series quadrangle map,
shows the location of the plant.
The site consists of approximately 96 acres, of which 9 acres is
covered by buildings, concrete, or blacktop parking lots, 16
acres around the plant, office building and storage buildings is
' grassed with the remaining property being abandoned farm lend
overgrown with weeds.
The Goldsboro facility consists of a 146,()OO-square-foot
manufacturing building, a 31,COO-square-foot office building, one
freestanding new oil containment ouilding, one freestanding used
oil containment building and orre freestanding hazardous
waste/materials/equipment storage building all east of the
manufacturing plant.
All of the site drainage. leaves the site property through a main
drainage ditch that flows northeast down the. center of the
property. Figure 3 shows a site p_ian with the layout and
topography of the site property.
1.1 Plant Information.
The Goldsboro Plant manufactures liquid-immersed, specialty dry-
type transformer.-3 and Airport Lighting Regulators. All spec:iaity
and regulators are shipped upon completion while some liquid-
iiwiier•sed transformers are stared on site until shipped. Units
that are stored on site have the ofi removed and are pressurized
to 3 to 5 psi with either very dry air ur dry nitrogen. Until the
initiation of regulatory requirements in the 1170's
polychlorinated biphenols(P(--:B's) were used at this facility. This
facility is a generator of hazardous waste. This waste consists
of waste paint, varniuh, solvents, paint thinners, cleaning
solvents, dry paint particulate an(--I dry filter media, this
material is stored on site within the regulated time frame and is
collected and disposed of by a contract firm.
i

1
1

a
a
a
1.2 Significant Materials and Activities-
WIW Storm water contact with significant materials at the Goldsboro
facility currently may occur through direct contact with
materials such as used pallets and packing boxes, scrap metal
skid pans, and with exposed final and intermediate products such
as transformers and parts. Contact with significant activities
includes loading and unloading operations and material handling
equipment such as trailers and heavy equipment. PCB contaminated
soils may be present at various locations on site and may be
exposed to storm water contact. However, we expect that the
potential for PCB contamination of the storm water is low clue to
1
.? relatively low mobility and high stability of PCE's.
No accumulation of significant materials have been observed
around any point or fugitive roof vent, these vents include
emission points , from paint booths, pneumatic grit. 1_)1ast'
operation, paint bane oven, core and soil dry-out ovens, cutt-Ang,
grinding, and welding booths.
1.3 Proporty Outfall
The storm water outfall for Hevi-Duty Electi?ic property is the
54-inch-diameter reinforced concrete pipe that carries the main
drainage ditch flow under S.R. 1926 at the property line.
The following potential pollutants which may be present in the.
storcnwater discharge. Oil anti grease fr?:?n! daily activities,
Aluminum, Iron, Tin, Holybdenum,, ?_'admium, Chromium, Copper, I.,ead,
Nickel, and Zinc dust from, grindin;?, cutting, and wri.c_ling,
Ethylben ene, Toluene, Xylene, and "Butyl Acetate ti.•om paint
solvents, paint, and paint thinners, PCB's from eontami.riated
soil, Chlordane and Roundaj', fr•u:n past. l est.ic:i.de and 1--i
. t:--- i.;ic:ide
use. This main ditch alan c_3rriea "corm water from the Wayne
County Fairgrounds, U.S. .117, S.R. L9'6, S.R. 19::.''7, arras, and
facilities to the north, west and south that, discharge to the
respective drainage ditches.
The total impervious area of the site property, including
building roofs and paved areas is est.:imated at 390,000 square
feet, or 9 acres. total acreage for the site i estimated at ;its
acres. Therefore, approximately 9% of the site is impervious.
1 1.4 Significant Spills
There have been no spill: in the past three years at, this
facility.
J
J

a
a
1.5 Non-stormwater discharges
All non-contact cooling waters sources have either been convertec
to closed-loop systems or their discharges directed down the
sanitary sewer system. We do have a continuous flow of non-
stormwater in the drainage system at this facility, that comNs
from a series of springs located at the south end of the
manufacturing plant, through a 6" underground drain tile. See
figure 2.
2.0 Methods of Operation
Due to the extent of significant material exposure - to storm water
it does not appear feasible to modify the facility to eliminate
this exposure.
J
7
7

7
7
7
7
7
2.1 Structural Control Measures
All new and used oil are stored in containment, buildings that
eliminate porential storm water contact.
All hazardous waste and hazardous m-ater•ial s are stored in a
containment building preventing contact with storm water.
The Vapor Phase chamber: and storage. tanks are. in containments to
prevent contact with storm water.
All floor drains that previously discharged to the Storm sewer
system have been sealed with concrete.
Overflow safety cutoff switches have been installed on all tanks
to reduce the spill potential.
2.2 Nonstructural Control Measures
A Spill Prevention Control And Countermeasure Plan is employed at
the Hevi-Duty facility.
Hevi-Duty Electric provides employee training and preforms daily
visual inspections of the facility.
2.3 Best Management Practices
The following best management practices are being considered to
aid in the control of stored water runoff pollution at Hevi-Duty.
1. Pave all area of possible PCB contaminated soil.
2. Apply for a under•flow dam permit for the. main ditch.
2.4 Inspection Schedules and Erosion Control
The hazardous waste/hazardous materials storage facility and all
paint booths are inspected daily by the supervisor in charge of
hazardous waste using form MP-850-2B. See attachment B. A bi-
weekly inspection and repair form for all oil tanks, oil process
equipment, oil pumps, vapor phase system, piping, and hoses is
preformed by oil process equipment operators and the vapor please
operators with all repairs completed by the maintenance
department. Using form OII, PROCESS SYSTEM SPILL PREVENTION CHECK
LIST MP-850-12. See attachment C. Both records are maintained in
the Plant Engineers office. Hevi-Duty utilizes a Preventive
Maintenance Program to maintain all production equipment, safety
controls, buildings, catch basins, and drain pipes.-
3.0 Spill Prevention and Response
3.1 New and Waste oil Storaoe
3.1.1 All transformer oil storage oil tanks are
maintained inside a locked and guarded, fully
fenced area.
3.1.2 All liquid filled transformers are completed
using new transformer oil. The new
transformer oil is received in tank trucks
and pumped directly into the three (3)
aboveground holding tanks. All pumps, input
and discharge pipes for these tanks are
inside the containment building designed to
retain any type accidental spill.
3.1.3 An overflow (high level.) shut off system is
installed on the storage tanks vent pipe.
This safety system shuts off all fill pumps
when a high oil level has been reached and
energizes an alarm and light in the assembly
area.
3.1.4 A spill/drip pan is positioned underneath the
tanker valve assembly during unloading
operations. In the event of a spill the oil
is funneled into the containment pit.
3.2.1 All waste oil generated is placed in 55 gallon
metal drums or a 250 gallon steel storage tank
prior to transfer to tide waste oil storage and
containment area, or returned from the field in
our field service truck.

2 The waste oil is transferred to 1 ,tl
n oil from
2
3
.E
.
gallon storage tank. all retur
k is pumped into a 6,0(1
field service truc
total capacity of
with
k
t
.
an
.
gallon
in
These
16,000 gallons.
it of
t
P
covered concrete block containmen
the total gallons. Th,
greater capacity than
s or tank are positioned insid,
d
.71 rum
transfer
during the pumping
the containment area
a portable pan is
transfer,
under the valve and
il would
field service truck, any spilled o
directed into t}ie containment area.

An overflow (high level) shut off system iE
3. .3 J
f the storage tanks- Thy
installed on each o
sluts off the fill pump to t
safety system
respective tank when a preset high oil lei
has been reached.
4 The recording and control of all oil inventory
inventory Sys-
2
3
.
.
maintained by the computer
of normal job disbursements
through the use
oil disbursements tickets.
waste
0 Paint and Ha^atdous Waste Storm
3
3

/ .
.
All paint and hazardous wastes including
3.3.1 ,
Bo1VeI1tS, paints, varnishes, t1?a11on edran,
55
are stored in
and overspray
covered containment facilit
in a separate,
4.0 SPILL PREVENTION AND CONTAINMENT
ardous waste, hazardous materials, new and u.:
h
az
4.1 All
oil are stored in cc -iinment buildings.
4.2 All floor drains )-lave been cemented shut.
3 Absorbent booms and socks are stored inlergency t
spil
4
n
.
y
cabinets at each door to contain a
building.

? 5.0 CONTAINMENT AND COUNT F-RMEASUR.ES

-
5.1 Any uncont,ainec-i, n?a
located tinpttleecer
?piditcht
i?
,
a
will flow to the
e (1) mile t
a
on
of our property, then flaw Northeast•
the Neuse River if not contained.

5.2 In the event of a spill, the emergency response team
members will install oil absorbent pillows and booms
between the spill and the drainage area. The placement
of oil absorbent material would begin immediately.
Additional cascading of barriers would be provided as
necessary to prevent the oil from entering the drainage
area.
5.2.1 If the substance has reached the drainage
ditches, oil absorbent dikes, booms and
underflow dams would be installed in the
ditch to prevent further spreading.
5.3 On-site quantities of absorbent materials (booms, mats,
pillows, pads), mops, shovels, vacuum and drums are
readily available in the spill response storage room.
6.0 COMMUNICATIONS-AND PERSONNEL
6.1 Emergency Response team personnel have been instructed
and rehearsed in the following spill prevention and
countermeasure plans.
6.1.1 The emergency response team will operate at the
direction of the emergency coordinator.
6.1.2 II75tru(.:?tional classes have been held on oil
spill prevention, containment and retrieval
mebhods .
6.1.3 Instructions and company ProcedUres can oil
handling, spill prevention and countermeasure
are pasted conspicuously and enforced.
6.1.4 The location of spill containment materials and
tools is known by all employers, and clearly
marked.
6.2 Instructions and phone numbers have been publicized and
posted in reference to reporting of a spill to the
North Carolina Department of Natural Resources and
Conununity Development, Solid and Hazardous Waste
Branch, The U. S. Coact Gt.iard Kinergenc.y response center,
or the U.S. Environmental :Protection Agency Region IV.
6.3 The oil process system spill prevention check list
( Section 8.0 ) MP-850-1.2 is to be returned, after
repairs are made, to the emergency coordinator for file
and retention for three (3) years.
6.4 The hazardous Materials daily check list MP-850-2B
is forwarded to the emergency coordinator daily and
will be filed and retained for three years.
PHONE NUMBERS FOR -RUPOItT I NG AN OIL SPILL

M gRG
7.0
EN CY
7.1 Hevi-DutY Management
Call in the following order: Office Home
4taC?)
Coordinator; E. Hitch ?yOB)
Coordinator: 735-3729
778-1864
Emergency
Owens
Gold Mfg. Manager - 401)
A- Heath ( o53-4442

778-5130
211)
Production Manager J
DoughertY
.
.
Mfg. Envir C01"Pliarlee
302)
( 357-8800
1 7.2 Corporate Mgr-Senior V.P.
NC Division of Environmental Management (919)
ce spills) 733 5291
7.3 • (for oil and hazardous substan
Branch
NC: Solid and Hazardous Wastes Mgt.
(919)

733-217f
7.4
? Raleigh, N
-
8oU)
(
Ctr
q24-8a(.)
7.5 .
.
U.S. Coast Guard National Response
881-301
(404)
vironmental Protection AgencY
E
!
7.6 n
U.S.
3
J

3
J
J

J
J
!11
7
:70
8.0 POLLUTION PREVENTION TEAM
8.1 Member Roster
8.1.1 Leader: R. L. Owens. Mfg. Mgr Power Transformers
Office Phone: [phone] Ext: 208
Responsibilities:
Signatory Authority, Coordinate all
stages of plan development, and
implementation.
8.1.2 Emergenc y Coordinator: E_ Hitch, Plt. Engineer
C)ffice Phone: [phone] Ext: 400
Responsibilities:
Coordinate employee training, maintain
records, and submit required reports.
8.1.3 Member: Alan Heath,. Production Manager
Office Phone: [phone] Ext: 401
Responsibilities:
Note any process changes, help conduct
inspections, and oversee good
housekeeping
8.1.4 Member: Don Johnsen, Maintenance Supervisor
Office Phone: [phone] Ext: 457
Responsibilities:
Implementing the preventive maintenance
program, yard maintenance and erosion
control..
8.1.5 Member: John Dougherty, Mgr. Environmental
Compliance
Office Phone: [phone] Ext: 211
Responsibilities:
Training programs, and Technical Support.
a
I
I
9.0 TRAINING SCHEDULES
1
9.1 Annual Traininrw
T 9.1.1 Hazardous Materials Handling and Response
j Update for all ERT members and painters.
9.1.2 Plant tour for local volunteer fire
department item: covered are, potential fire
or spill areas, storm drain locations,
hazardous materials storage, spill equipment
locations, and all main shutoff valves and
power disconnect locations.
9.2 Semi-Annual Training
9.2.1 Emergency Response Team Members train in SC:BA
donning and use, search and rescue
procedures, spill control and clean up
procedures, fire hose manipulation, and
potential fire and spill areas.
9.3 Monthly Training
9.3.1 See attachment 4 and backup manufacturing
practices listed on MP-850-0
IEA
An Aquadon Company
"roject #: 1176-478
'ample #: 930234801
it Name: IRA Env. Services
it Proj. I.D.:Hevi-Duty Electric
.e I.D.: Grab
Matrix: Water
Date Received: 02/17/93
Date Sampled: 02/16/93
Detection Date Date
,,eexeter Method Limits Results Prepared Analyzed Analyst
k<Grav) SW-846 9070 5 mg/L BQL 02/18/93 02/22/93 LG
!nts:
Below Quantitation Limit
Grav) = Oil & Grease Gravimetric
IEA
.? An Agdarion Company
I
A Project #: 1176-478
,ZEA Sample #: 9302348-01 Matrix: Water
ilient Name: IEA Env. Services Date Received :02/17/93
lient Proj. I.D .:Bevi-Duty Electric Date sampled: 02/16/93
Sample I.D.: Grab

J Detection Date Date
arameter Method Limits Results Prepared Analyzed Analyst
Lead EPA 239.2
- 0.010 mg/L BQL 02/20/93 02/21/93 RM
-
Cadmium EPA 200.7 0.002 mg/L BQL 02/24/93 02/24/93 FW
T-Chromium EPA 200.7 0.005 mg/L BQL 02/24/93 02/24/93 FW
Copper EPA 200.7 0.002 mg/L 0.003 mg/L 02/24/93 02/24/93 FW
J -Nickel EPA 200.7 0.010 mg/L BQL 02/24/93 02/24/93 FW
T-Zinc EPA 200.7 0.010 mg/L 0.05 mg/L 02/24/93 02/24/93 FW
OD EPA 405.1 2.0 mg/L BQL N/A 02/17/93 PC
OD EPA 410.4 M 25 mg/L BQL N/A 02/18/93 AM
itrate/Nitrite EPA 353.2 0.02 mg/.L 0.76 mg/L N/A 02/20/93 MM
T-Phosphorus EPA 365.2 0.02 mg/L 0.09 mg/L 02/22/93 02/23/93 AM
EPA 351.2 0.1 mg/L 0.80 mg/L 02/24/93 02/24/93 MM
SS EPA 160.2 4 mg/L 22 mg/L N/A 02/19/93 TD
7
J
J
7

;mments:

FORM RESP2 Rev. 091892
J
IEA
An Aquarion Company
6 Project #: 1176-478
, sample #: 9302348-02
.ent Name: IEA Env. Services
.ent Proj. I.D.:Hevi-Duty Electric
iple I.D.: Comp.
Matrix: Water
Date Received:02/17/93
Date Sampled: 02/16/93
Detection Date Date
,ameter Method Limits Results Prepared Analyzed Analyst

,ead EPA 239.2 0.010 mg/L BQL 02/20/93 02/21/93 RM
:admium EPA 200.7 0.002 mg/L BQL 02/24/93 02/24/93 FW
.hromium EPA 200.7 0.005 mg/L 0.006 mg/L 02/24/93 02/24/93 FW
:upper EPA 200.7 0.002 mg/L 0.013 mg/L 02/24/93 02/24/93 FW
nickel EPA 200.7 0.010 mg/L BQL 02/24/93 02/24/93 FW
;inc EPA 200.7 0.010 mg/L 0.30 mg/L 02/24/93 02/24/93 FW
EPA 405.1 2.0 mg/L 2.4 mg/L N/A 02/17/93 PC
EPA 410.4 M 25 mg/L BQL N/A 02/18/93 AM
:rate/Nitrite EPA 353.2 0.02 mg/L 0.73 mg/L N/A 02/20/93 MM
Phosphorus EPA 365.2 0.02 mg/L 0.06 mg/L 02/22/93 02/23/93 AM
I EPA 351.2 0.1 mg/L 0.56 mg/L 02/24/93 02/24/93 MM
EPA 160.2 4 mg/L 30 mg/L N/A 02/19/93 TD
ments:
tM RESP2 Rev. 091892
IEA
An Aquarion Company
ABBRgVTATIONS
A = Amenable
= Alkalinity as CaC03
Alk
Bcrb = Alkalinity as Bicarbonate
Demand
BOD Biochemical oxygen
Below Quantitation Limit
BQL
c1100ML Colonies per 100 mL of Sample
= acit

y
e
h

CE
C C ang
= cation Exc
Demand
C = chemical oxygen
= Alkalinity as carbonate
Crb = Dissolved
D
Hex = Hexavalent as Hydroxide
Alkalinity
Hyd -
= Mixed Liquor Suspended solids
1?,SS = Most Probable Number
MPN
N/A = Not Applicable
= Reactivity
R
SA = Spike Added
= Spike Sample Results
SSR = Sample Results
SR
Sp cond
= Specific conductance
= Settleable matter
SM = Standard plate Count
SPC = Total
T = Total Dissolved Solids
TDS = Total Rjeldahl Nitrogen
TKN = Total organic carbon
TON = Total organic Nitrogen
TON = Total organic Halogens
TOx = Total Solids
TS = Total Suspended Solids
TSS = Total volatile solids
TVs = volatile Suspended solids
vss
ifi IEA
An Aquarion Company
PESTICIDES / PCBs
EPA 608 COMPOUND LIST
IEA Project Number: 1176-478 Date Received: 02/17/93
IEA Sample Number: 9302348-01 Date Sampled: 02/16/93
Client Name: IEA Environmental Serv.Date Extracted: 02/18/93
Client Proj ect ID: Hevi-Duty Electric Date Analyzed: 03/02/93
Sample Identification: Grab Analysis By: Willey
Matrix: Water Dilution Factor: 1.0
Quantitation Results
Limit Concentration
Number compound (ug/L) (ug/L)
1 alpha-BHC 0.050 BQL
2 beta-BHC 0.050 BQL
3 delta-BHC 0.050 BQL
4 gamma-BHC (Lindane) 0.050 BQL
5 Heptachlor 0.050 BQL
6 Aldrin 0.050 BQL
7 Heptachlor epoxide 0.050 BQL
8 Endosulfan I 0.050 BQL
9 Dieldrin 0.10 BQL
10 4,41-DDE 0.10 BQL
11 Endrin 0.10 BQL
12 Endosulfan II 0.10 BQL
13 4,41-DDD 0.10 BQL
14 Endosulfan sulfate 0.10 BQL
15 4,41-DDT 0.10 BQL
16 Toxaphene 1.0 BQL
17 Aroclor 1016 0.50 BQL
18 Aroclor 1221 0.50 BQL
19 Aroclor 1232 0.50 BQL
20 Aroclor 1242 0.50 BQL
21 Aroclor 1248 0.50 BQL
22 Aroclor 1254 1.0 BQL
23 Aroclor 1260 1.0 BQL
24 Chlordane (technical) 0.50 BQL
25 Endrin aldehyde 0.10 BQL
Additional Compounds:
26 Endrin ketone 0.10 BQL
27 Methoxychlor 0.50 BQL
Comments:
Sample specific quantitation limits may be calculated by multiplying
the quantitation limit by the dilution factor.
BQL = Below Quantitation Limit
Y
1EA
An Aquarion Company
PESTICIDES / PCBs
EPA 608 COMPOUND LIST
IEA Project Number: 1176-478 Date Received: 02/17/93
IRA Sample Number: 9302348-02 Date Sampled: 02/16/93
Client Name: IEA Environmental Serv.Date Extracted: 02/18/93
Client Project ID: Hevi-Duty Electric Date Analyzed: 03/02/93
Sample Identification: Comp. Analysis By: Willey
Matrix: Water Dilution Factor: 1.0
Quantitation Results
Limit Concentration
Number Compound (ug/L) (ug/L)
1 alpha-BHC 0.050 BQL
2 beta-BHC 0.050 BQL
3 delta-BHC 0.050 BQL
4 gamma-BHC (Lindane) 0.050 BQL
5 Heptachlor 0.050 BQL
6 Aldrin 0.050 BQL
7 Heptachlor epoxide 0.050 BQL
8 Endosulfan I 0.050 BQL
9 Dieldrin 0.10 BQL
10 4,41-DDE 0.10 BQL
11 Endrin 0.10 BQL
12 Endosulfan II 0.10 BQL
13 4,41-DDD 0.10 BQL
14 Endosulfan sulfate 0.10 BQL
15 4,41-DDT 0.10 BQL
16 Toxaphene 1.0 BQL
17 Aroclor 1016 0.50 BQL
18 Aroclor 1221 0.50 BQL
19 Aroclor 1232 0.50 BQL
20 Aroclor 1242 0.50 BQL
21 Aroclor 1248 0.50 BQL
22 Aroclor 1254 1.0 1.9
23 Aroclor 1260 1.0 BQL
24 Chlordane (technical) 0.50 BQL
25 Endrin aldehyde 0.10 BQL
Additional Compounds:
26 Endrin ketone
27 Methoxychlor
0.10
0.50
BQL
BQL
Comments:
Sample specific quantitation limits may be calculated by multiplying
the quantitation limit by the dilution factor.
BQL = Below Quantitation Limit

1EA
An Aquarian Company
GC/MS PURGEABLES
EPA 624 COMPOUND LIST
IEA Project Number: 1176-478
IEA Sample Number: 9302348-01 Date Received: 02/17/93
Client Name: IEA Environmental Services Date Sampled: 02/16/93
Client Proje ct ID: Hevi-Duty Electric Date Analyzed: 02/18/93
Sample Ident ification: Grab Analysis By: , Larkins
Matrix: Water Dilution Factor: 1.0
Quantitation Results
Limit Concentration
Number Compound (ug/L) (ug/L)
1 Benzene 5 BQL
2 Bromodichloromethane 5 BQL
3 Bromoform 5 BQL
4 Bromomethane 10 BQL
5 Carbon tetrachloride 5 BQL
6 Chlorobenzene 5 BQL
7 Chloroethane 10 BQL
8 2-Chloroethylvinyl ether 5 BQL
9 Chloroform 5 BQL
10 Chloromethane 10 BQL
11 Dibromochloromethane 5 BQL
12 1,2-Dichlorobenzene 5 BQL
13 1,3-Dichlorobenzene 5 BQL
14 1,4-Dichlorobenzene 5 BQL
15 1,1-Dichloroethane 5 BQL
16 1,2-Dichloroethane 5 BQL
17 1,1-Dichloroethene 5 BQL
18 1,2-Dichloroethene (total) 5 BQL
19 1,2-Dichloropropane 5 BQL
20 cis-1,3-Dichloropropene 5 BQL
21 trans-1,3-Dichloropropene 5 BQL
22 Ethylbenzene 5 BQL
23 Methylene chloride 5 BQL
24 1,1,2,2-Tetrachloroethane 5 BQL
25 Tetrachloroethene 5 BQL
26 Toluene 5 BQL
27 1,1,1-Trichloroethane 5 BQL
28 1,1,2-Trichloroethane 5 BQL
29 Trichloroethene 5 BQL
30 Trichlorofluoromethane 5 BQL
31 Vinyl Chloride 10 BQL
Comments:
Sample specific quantitation limits may be calculated by multiplying
the quantitation limit by the dilution factor.
BQL = Below Quantitation Limit
FORM 624 Rev. 081792
IEA
An Aquadon Company
GC/M
IEA Project Number:
IEA Sample Number:
Client Name:
Client Project ID:
Sample Identification:
Matrix:
Number Compound
1 Acenaphthene
2 Acenaphthylene
3 Anthracene
4 Benzo(a)anthrac
5 Benzo(a)pyrene
6 Benzo(b)fluora
nthene 10 BQL
7 Benzo(g,h,i)pe
rylene 10 BQL
8 Benzo(k)fluora
nthen 10 BQL
9 bis(2-Chloroeth
10 bis(2-Chloroeth
11 bis(2-Chlorois
opropyl)ether 10 BQL
12 bis(2-Ethylhex
y1)phthalate 10 BQL
13 4-Bromophenyl
phenyl ether 10 BQL
14 Benzyl butyl ph
15 2-Chloronaphtha
16 4-Chlorophenyl
17 Chrysene
18 Dibenzo(a,h)ant
19 1,2-Dichloroben
20 1,3-Dichloroben
21 1,4-Dichloroben
22 3,31-Dichlorobe
23 Diethyl phthala
24 Dimethyl phthal
25 Di-n-butylphtha
26 2,4-Dinitrotolu
27 2,6-Dinitrotolu
28 Di-n-octylphtha
29 Fluoranthene
30 Fluorene
31 Hexachlorobenze
32 Hexachlorobutad
33 Hexachlorocyclo
34 Hexachloroethan
35 Indeno(1,2,3-cd
36 Isophorone
37 Naphthalene
FORM 625B (1) Rev. 081792

S BASE/NEUTRAL EXTRACTABLES
EPA 625 COMPOUND LIST
1176-478
9302348-01 Date Received: 02/17/93
IEA Env. Services Date Sampled: 02/16/93
Hevi-Duty Electric Date Extracted: 02/18/93
Grab Date Analyzed: 02/26/93
Water Analysis By: Kesler
Dilution Factor: 1.0
Quantitation Results
Limit Concentration
(ug/L) (ug/L)
10 BQL
10 BQL
10 BQL
ene 10 BQL
10 BQL

oxy)methane 10 BQL
yl)ether 10 BQL

thalate 10 BQL
lene 10 BQL
phenyl ether 10 BQL
10 BQL
hracene 10 BQL
zene 10 BQL
zene 10 BQL
zene 10 BQL
nzidine 10 BQL
to 10 BQL
ate 10 BQL
late 10 BQL
ene 10 BQL
ene 10 BQL
late 10 BQL
10 BQL
10 BQL
ne 10 BQL
iene 10 BQL
pentadiene 10 BQL
e 10 BQL
)pyrene 10 BQL
10 BQL
10 BQL
IEA
An Aquarion Company
GC/MS BASE/NEUTRAL EXTRACTABLES
EPA 625 COMPOUND LIST

a
r
J
¦
s
J
w
J
r
J
J
i
J
J
J
IEA Project Number: 1176-478
9302348-01
Date Received:
02/17/93
IEA Sample Number: Services
IEA Env Date sampled: 02/16/93
Client Name:
Client Project ID: .
Hevi-Duty Electric Date Extracted: 02/18/93
Sample Identification: Grab Date Analyzed: 02/26/93
Matrix: Water Analysis By: Resler
Dilution Factor: 1.0
Number
Compound
Quantitation Results
Limit Concentration
(ug/L) (ug/L)
38 Nitrobenzene 10 BQL
39 N-Nitroso-di-n-propylamine 10 BQL
40 N-Nitrosodiphenylamine 10 BQL
41 Phenanthrene 10 BQL
42 Pyrene 10 BQL
43 1,2,4-Trichlorobenzene 10 BQL
44 Benzidine
45 N-Nitrosodimethylamine 10 BQL
Comments:
*This compound is no longer provided as a normal target deliverable for
Method 625. Please contact your account representative for further
information.
Sample specific quantitation limits may be calculated by multiplying
the quantitation limit by the dilution factor.
BQL = Below Quantitation Limit
?f TEA
An Aquarion Company GC/MS ACID EXTRACTABLES
EPA 625.COMPOUND LIST

• IEA Project Numbers 1176-478
9302348-01 Date Received: 02/17/93
02/16/93

IEA
Sample N
me: Number: IEA Env. Services Date Sampled:
tracted:
E
02/18/93
a
client
Client Project ID: Electric
Hevi.-Duty Date
Date x
Analyzed: 02/26/93
Sample Identification: Grab Analysis By: Resler

Matrix: Water
Dilution Factor 1.0
:
¦
¦
Number

.
a
r
v
.J
r
r
.r
J
1
2
3
4
5
6
7
8
9
10
11
Compound
4-Chloro-3-methylphenol
2-Chlorophenol
2,4-Dichlorophenol
2,4-Dimethylphenol
2,4-Dinitrophenol
2-Methyl-4,6-dinitrophenol
2-Nitrophenol
4-Nitrophenol
Pentachlorophenol
Phenol
2,4,6-Trichlorophenol
Quantitation
Limit
(ug/L)
10
10
10
10
50
50
10
50
50
10
10
Results
Concentration
(ug/L)
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
Comments: be calculated by multiplying
Sample specific quantitation limits may
the quantitation limit by the dilution factor.
BQL = Below Quantitation Limit
FORM 625A . Rev. 081792

J

1EA
An Aquaricn Compam
IRA Project Number:
IRA Sample Number:
Client Name:
Client Project ID:
Sample Identification:
Matrix:
GC/MS BASE/NEUTRAL EXTRACTABLES
EPA 625 COMPOUND LIST
1176-478
9302348-02
IRA Env. Services
Hevi-Duty Electric
Comp . .
Water
Date Received:
Date Sampled:
Date Extracted:
Date Analyzed:
Analysis By:
Dilution Factox
02/17/93
02/16/93
02/18/93
02/26/93
Resler
1.0
Quantitation Results
Concentration
Limit (ug/L)
(u9/L)
Compound
Number 10 BQL
1 Acenaphthene 10 BQL
2 Acenaphthylene 10 BQL
3 Anthracene 10 BQL
4 Benzo(a)anthracene 10 BQL
5 Benzo(a)pyrene 10 BQL
6 Benzo(b)fluoranthene 10 BQL
7 Benzo(g,h,i)perylene 10 BQL
8 Benzo(k)fluoranthene 10 BQL
bis(2-Chloroethoxy)methane 10 BQL
9
10 bis(2-Chloroethyl)ether 10 BQL
bis(2-Chloroisopropyl)ether 10 10
11
bis(2-Ethylhexyl)phthalate
10
BQL
12
13 4-Bromophenyl phenyl ether 10 BQL
14 Benzyl butyl phthalate 10 BQL
15 2-Chloronaphthalene 10 BQL
16 4-Chlorophenyl phenyl ether 10 BQL
17 Chrysene 10 BQL
18 Dibenzo(a,h)anthracene 10 BQL
19 1,2-Dichlorobenzene 10 BQL
20 1,3-Dichlorobenzene 10 BQL
21 1,4-Dichlorobenzene 10 BQL
22 3,3'-Dichlorobenzidine 10 BQL
23 Diethyl phthalate 10 BQL
24 Dimethyl phthalate 10 BQL
25 Di-n-butylphthalate 10 BQL
26 2,4-Dinitrotoluene 10 BQL
27 2,6-Dinitrotoluene 10 BQL
28 Di-n-octylphthalate 10 BQL
29 Fluoranthene 10 BQL
30 Fluorene 10 BQL
31 Hexachlorobenzene 10 BQL
32 Hexachlorobutadiene 10 BQL
33 Hexachlorocyclopentadiene 10 BQL
34 Hexachloroethane 10 BQL
35 Indeno(1,2,3-cd)pyrene 10 BQL
36 Isophorone 10 BQL
37 Naphthalene
FORM 625E (1) Rev. 081792 -r„,

1EA
An Aquarion Company
i
J
1 IEA Project Number:

J
J
J
IEA Sample Number:
Client Name:
Client Project ID:
Sample Identification:
Matrix:
Number
GC/MS BASE/NEUTRAL EXTRACTABLES
EPA 625 COMPOUND LIST
Compound
1176-478
9302348-02 Date Received: 02/17/93
IEA Env. Services Date Sampled: 02/16/93
Hevi-Duty Electric Date Extracted: 02/18/93
Comp. Date Analyzed: 02/26/93
Water Analysis By: Resler '
Dilution Factor: 1.0
Quantitation Results
Limit Concentration
(ug/L) (ug/L)
38 Nitrobenzene 10 BQL
39 N-Nitroso-di-n-propylamine 10 BQL
40 N-Nitrosodiphenyl4mine 10 BQL
41 Phenanthrene 10 BQL
42 Pyrene 10 BQL
43 1,2,4-Trichlorobenzene 10 BQL
44 Benzidine
45 N-Nitrosodimethylamine 10 BQL
Comments:
*This compound is no longer provided as a normal target deliverable for
Method 625. Please contact your account representative for further
information.
Sample specific quantitation limits may be calculated by multiplying
the quantitation limit by the dilution factor.
BQL = Below Quantitation Limit
i
ij?A
any
An
J GC/MS ACID EXTRACTABLES
EPA 625 COMPOUND LIST
j` IEA Project Number: 1176-478
IEA Sample Number: 9302348-02 Date Received: 02/17/93
J
i
i
i
J
J
J
J
L
Client Name: IEA Env. Services Date Sampled: 02/16/93
Client Project ID: Hevi-Duty Electric Date Extracted: 02/18/93
Sample Identification: Comp. Date Analyzed: 02/26/93
Matrix: Water Analysis By: Resler
Dilution Factor: 1.0
Number
1
2
3
4
5
6
7
8
9
10
11
Compound
4-Chloro-3-methylphenol
2-Chlorophenol
2,4-Dichlorophenol
2,4-Dimethylphenol
2,4-Dinitrophenol
2-Methyl-4,6-dinitrophenol
2-Nitrophenol
4-Nitrophenol
Pentachlorophenol
Phenol
2,4,6-Trichlorophenol
Quantitation
Limit
(ug/L)
10
10
10
10
50
50
10
50
50
10
10
Results
Concentration
(ug/L)
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
Comments:
Sample specific quantitation limits may be calculated by multiplying
the quantitation limit by the dilution factor.
BQL = Below Quantitation Limit
FORM 625A Rev. 081792
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BANK'S ENVIRONMENTAL
SERVICE TECHNOLOGIES
Mr. John Dorney ?l? a
Water Quality Planning ?gTFT?N 994
Division of Environmental Management
North Carolina Dept, of Environment, Health, and Natural Resources`` _
P.O. Box 29535
Raleigh, North Carolina 27626-0535
March 23, 1994
Dear Mr. Dorney:
Subject: Proposed Extension of Ditch Maintenance and Stabilization to include Offsite Areas.
DEM Project #93920
Analytical Test results show PCB sediment contamination extending offsite at several locations in the
main storm drainage ditch for the Hevi-Duty Electric Facility ending at the Neuse River. These areas are shown
on Figure 1. The area of planned excavation covers from 200 feet to 300 feet of the 2,000 foot long by 10
foot wide drainage ditch that runs offsite. Hevi-Duty intends to perform this removal as indicated for onsite
removals. Rip Rap will be used to stabilize the area directly adjacent to S.R. 1926: All other areas will be
restored to original contour and revegetated under conditions set forth in the site erosion control plan currently
under state review. It will be necessary to construct a haul road as shown in Figure 2. The haul road will be
removed at project completion and the area returned to agricultural use.
Please let me know if I need to submit another application for section 401 certification or if the current
certification can be ammended based upon these findings.
I will call you to discuss this matter, also, if you have any questions please call me at 404-448-6741.,
Sincerely,
,7Z,
1--Do'Ve /'<'-
David C. Pritchard
Project Coordinator
cc: Gene Hitch, Hevi Duty Electric
Lou Owens, Hevi Duty Electric
3120 Medlock Bridge Road $ Building J • Norcross, GA 30071 * 404 448-6741 ® Fax [phone]
Atlanta & Chicagoo Los Ang l ? .L York ® Philadelphia * San Francisco * St. Louis
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BANK'S ENVIRONMENTAL
SERVICE TECHNOLOGIES
Mr. John Dorney
Water Quality Planning
Division of Environmental Management
North Carolina Dept. of Environment, Health, and Natural Resources
P.O. Box 29535
Raleigh, North Carolina 27626-0535
Dear Mr. Dorney:
r ,. M4R
March 23, 1994
Subject: Proposed Extension of Ditch Maintenance and Stabilization to include Offsite Areas.
DEM Project #93920
Analytical Test results show PCB sediment contamination extending offsite at several locations in the
main storm drainage ditch for the Hevi-DutyElectric Facility ending at the Neuse River. These areas are shown
on Figure 1. The area of planned excavation covers from 200 feet to 300 feet of the 2,000 foot long by 10
foot wide drainage ditch that runs offsite. Hevi-Duty intends to perform this removal as indicated for onsite
removals. Rip Rap will be used to stabilize the area directly adjacent to S.R. 1926: All other areas will be
restored to original contour and revegetated under conditions set forth in the site erosion control plan currently
under, state review. It will be necessary to construct a haul road as shown in Figure 2. The haul road will be„
removed at project completion and the area returned to agricultural use. -
Please let me know if I need to submit another application for section 401 certification or if the current
certification can be ammended based upon these findings.
cc: Gene Hitch, Hevi Duty Electric
Lou Owens, Hevi Duty Electric
3120 Medlock Bridge Road - Building J - Norcross, GA 30071 - 404 448-6741 - Fax [phone]
Atlanta • Chicago • Los Angeles * New York • Philadelphia * San Francisco & St. Louis

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BANK'S ENVIRONMENTAL
SERVICE TECHNOLOGIES
Mr. John Dorney
Water Quality Planning
Division of Environmental Management
North Carolina Dept. of Environment, Health, and Natural Resources
P.O. Box 29535
Raleigh, North Carolina 27626-0535
Dear Mr. Dorney:
LS O
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March 23, 1994
Subject: Proposed Extension of Ditch Maintenance and Stabilization to include Offsite Areas.
DEM Project #93920
Analytical Test results show PCB sediment contamination extending offsite at several locations in the
main storm drainage ditch for the Hevi-DutyElectric Facility ending at the Neuse River. These areas are shown
on Figure 1. The area of planned excavation covers from 200 feet to 300 feet of the 2,000 foot long by 10
foot wide drainage ditch that runs offsite. Hevi-Duty intends to perform this removal as indicated for onsite
removals. Rip Rap will be used to stabilize the area directly adjacent to S.R. 1926: All other areas will be
restored to original contour and revegetated under conditions set forth in the site erosion control plan currently
under state review. It will be necessary to construct a haul road as shown in Figure 2. The haul road will be
removed at project completion and the area returned to agricultural use. -
Please let me know if I need to submit another application for section 401 certification or if the current
certification can be ammended based upon these findings.
I will call you to discuss this matter, also, if you have any questions please call me at 404448-6741.
Sincerely,
David C. Pritchard
Project Coordinator
cc: Gene Hitch, Hevi Duty Electric
Lou Owens, Hevi Duty Electric
3120 Medlock Bridge Road • Building J • Norcross, GA 30071 • 404 448-6741 • Fax [phone]
Atlanta • Chicago • Los Angeles • New York • Philadelphia • San Francisco • St. Louis
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BANK'S ENVIRONMENTAL
SERVICE TECHNOLOGIES
Mr. John Dorney
Water Quality Planning
Division of Environmental Management
North Carolina Dept. of Environment, Health, and Natural Resources
P.O. Box 29535
Raleigh, North Carolina 27626-0535
T J:i
March 23, 1994
Dear Mr. Dorney:
Subject: Proposed Extension of Ditch Maintenance and Stabilization to include Offsite Areas.
DEM Project #93920
Analytical Test results show PCB sediment contamination extending offsite at several locations in the
main storm drainage ditch for the Hevi-DutyElectric Facility ending at the Neuse River. These areas are shown
on Figure 1. The area of planned excavation covers from 200 feet to 300 feet of the 2,000 foot long by 10
foot wide drainage ditch that runs offsite. Hevi-Duty intends to perform this removal as indicated for onsite
removals. Rip Rap will be used to stabilize the area directly adjacent to S.R. 1926: All other areas will be
restored to original contour and revegetated under conditions set forth in the site erosion control plan currently
under state review. It will be necessary to construct a haul road as shown in Figure 2. The haul road will be
removed at project completion and the area returned to agricultural use.
Please let me know if I need to submit another application for section 401 certification or if the current
certification can be ammended based upon these findings.
I will call you to discuss this matter, also, if you have any questions please call me at 404-448-6741.,
Sincerely,
David C. Pritchard
Project Coordinator
cc: Gene Hitch, Hevi Duty Electric
Lou Owens, Hevi Duty Electric
3120 Medlock Bridge Road • Building J • Norcross, GA 30071 • 404 448-6741 • Fax [phone]
Atlanta -, Chicago • Los Angeles • New York • Philadelphia + San Francisco • St. Louis
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BANK'S ENVIRONMENTAL
SERVICE TECHNOLOGIES
Mr. John Dorney
Water Quality Planning
Division of Environmental Management
North Carolina Dept. of Environment, Health, and Natural Resources
P.O. Box 29535
Raleigh, North Carolina 27626-0535
r 691 V
U?N?Sn.
March 23, 1994
Dear Mr. Dorney:
Subject: Proposed Extension of Ditch Maintenance and Stabilization to include Offsite Areas.
DEM Project #93920
Analytical Test results show PCB sediment contamination extending offsite at several locations in the
main storm drainage ditch for the Hevi-Duty Electric Facility ending at the Neuse River. These areas are shown
on Figure 1. The area of planned excavation covers from 200 feet to 300 feet of the 2,000 foot long by 10
foot wide drainage ditch that runs offsite. Hevi-Duty intends to perform this removal as indicated for onsite
removals. Rip Rap will be used to stabilize the area directly adjacent to S.R. 1926. All other areas will be
restored to original contour and revegetated under conditions set forth in the site erosion control plan currently
under state review. It will be necessary to construct a haul road as shown in Figure 2. The haul road will be
removed at project completion and the area returned to agricultural use.
Please let me know if I need to submit another application for section 401 certification or if the current
certification can be ammended based upon these findings.
I will call you to discuss this matter, also, if you have any questions please call me at 404448-6741.,
Sincerely, -
David C. Pritchard
Project Coordinator
cc: Gene Hitch, Hevi Duty Electric
Lou Owens, Hevi Duty Electric
3120 Medlock Bridge Road • Building J • Norcross, GA 30071 • 404 448-6741 • Fax [phone]
Atlanta • Chicago • Los Angeles • New York • Philadelphia • San Francisco • St. Louis

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BANK'S ENVIRONMENTAL
SERVICE TECHNOLOGIES
rucky
Mr. John Dorney
Water Quality Planning
Division of Environmental Management
North Carolina Dept. of Environment, Health, and Natural Resources
P.O. Box 29535
Raleigh, North Carolina 27626-0535
March 23, 1994
Dear Mr. Dorney:
Subject: Proposed Extension of Ditch Maintenance and Stabilization to include Offsite Areas.
DEM Project #93920
Analytical Test results show PCB sediment contamination extending offsite at several locations in the
main storm drainage ditch forthe Hevi-DutyElectric Facility ending at the Neuse River. These areas are shown
on Figure 1. The area of planned excavation covers from 200 feet to 300 feet of the 2,000 foot long by 10
foot wide drainage ditch that runs offsite. Hevi-Duty intends to perform this removal as indicated for onsite
removals. Rip Rap will be used to stabilize the area directly adjacent to S.R. 1926. All other areas will be
restored to original contour and revegetated under conditions set forth in the site erosion control plan currently
under state review. It will be necessary to construct a haul road as shown, in Figure 2. The haul road will be
removed at project completion and the area returned to agricultural use.
Please let me know if I need to submit another application for section 401 certification or if the current
certification can be ammended based upon these findings.
I will call you to discuss this matter, also, if you have any questions please call me at 404448-6741.,
- Sincerely,
-
David C. Pritchard
Project Coordinator
cc: Gene Hitch, Hevi Duty Electric
Lou Owens, Hevi Duty Electric
3120 Medlock Bridge Road • Building J • Norcross, GA 30071 • 404 448-6741 • Fax [phone]
Atlanta • Chicago • Los Angeles @ New York • Philadelphia • San Francisco • St. Louis

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BANK'S ENVIRONMENTAL
SERVICE TECHNOLOGIES
Mr. John Dorney
Water Quality Planning
Division of Environmental Management
North Carolina Dept. of Environment, Health, and Natural Resources
P.O. Box 29535
Raleigh, North Carolina 27626-0535
March 23, 1994
Dear Mr. Dorney:
Subject: Proposed Extension of Ditch Maintenance and Stabilization to include Offsite Areas.
DEM Project #93920
N.
Analytical Test results show PCB sediment contamination extending offsite at several locations in the
main storm drainage ditch for the Hevi-Duty Electric Facility ending at the Neuse River. These areas are shown
on Figure 1. The area of planned excavation covers from 200 feet to 300 feet of the 2,000 foot long by 10
foot wide drainage ditch that runs offsite. Hevi-Duty intends to perform this removal as indicated for onsite
removals. Rip Rap will be used to stabilize the area directly adjacent to S.R. 1926. All other areas will be
restored to original contour and revegetated under conditions set forth in the site erosion control plan currently,
under state review. It will be necessary to construct a haul road as shown in Figure 2. The haul road will be
removed at project completion and the area returned to agricultural use.
Please let me know if I need to submit another application for section 401 certification or if the current
certification can be ammended based upon these findings.
I will call you to discuss this matter, also, if you have any questions please call me at 404448-6741.
Sincerely,
David C. Pritchard
Project Coordinator
cc: Gene Hitch, Hevi Duty Electric
Lou Owens, Hevi Duty Electric
3120 Medlock Bridge Road • Building J • Norcross, GA 30071 • 404 448-6741 • Fax [phone]
Atlanta • Chicago • Los Angeles • New York • Philadelphia • San Francisco • St. Louis

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BANK'S ENVIRONMENTAL
SERVICE TECHNOLOGIES
Mr. John Dorney
Water Quality Planning
Division of Environmental Management
North Carolina Dept. of Environment, Health, and Natural Resources
P.O. Box 29535
Raleigh, North Carolina 27626-0535
MR 2 4 0944
WEM' -^d
WATEi; ?„ .
March 23, 1994
Dear Mr. Domey:
Subject: Proposed Extension of Ditch Maintenance and Stabilization to include Offsite Areas.
DEM Project #93920
Analytical Test results show PCB sediment contamination extending offsite at several locations in the
main storm drainage ditch for the Hevi-DutyElectric Facility ending at the Neuse River. These areas are shown
on Figure 1. The area of planned excavation covers from 200 feet to 300 feet of the 2,000 foot long by 10
foot wide drainage ditch that runs offsite. Hevi-Duty intends to perform this removal as indicated for onsite
removals. Rip Rap will be used to stabilize the area directly adjacent to S.R. 1926: All other areas will be
restored to original contour and revegetated under conditions set forth in the site erosion control plan currently
understate review. It will be necessary to construct a haul road as shown in Figure 2. The haul road willbe
removed at project completion and the area returned to agricultural use.
Please let me know if I need to submit another application for section 401 certification or if the current
certification can be ammended based upon these findings.
I will call you to discuss this matter, also, if you have any questions please call me at 404448-6741.,
Sincerely,
David C. Pritchard
Project Coordinator
cc: Gene Hitch, Hevi Duty Electric
Lou Owens, Hevi Duty Electric
3120 Medlock Bridge Road • Building J • Norcross, GA 30071 • 404 448-6741 • Fax [phone]
Atlanta • Chicago • Los Angeles • New York * Philadelphia • San Francisco * St. Louis
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BANK'S ENVIRONMENTAL
SERVICE TECHNOLOGIES 2 IAAA
Mr. G. Wayne Wright
Wilmington District Engineer
Corps of Engineers
Department of the Army
P.O. Box 1890
Wilmington, North Carolina 28402-1890
Attn: CESAW-CO-E
March 23, 1994
Dear Mr. Wright:
Subject: Proposed Extension of Ditch Maintenance and Stabilization to include Offsite Areas.
Action ID. 199400884 and Nationwide Permit No. 26
Analytical Test results show PCB sediment contamination extending offsite at several locations in the
main storm drainage ditch for the Hevi-Duty Electric Facility ending at the Neuse River. These areas are
shown on Figure 1. The area of planned excavation covers from 200 feet to 300 feet of the 2,000 foot long
by 10 foot wide drainage ditch that runs offsite. Hevi-Duty intends to perform this removal as indicated for
onsite removals. Rip Rap will be used to stabilize the area directly adjacent to S.R. 1926. All other areas will
be restored to original contour and re-vegetated under conditions set forth in the site erosion control plan
currently under state review. It will be necessary to construct a temporary haul road as shown in Figure 2.
The haul road will be removed at project completion and the area returned to agricultural use.
I will call Norm Sanders in your Washington office on Monday, March 28`to discuss this matter, and
have sent copies of this modification to John Dorney, North Carolina Division ofEnvironmental Management
for approval also.
If you have any questions please call me at 404-448-6741.
Sincerely,
David C. Pritchard
Project Coordinator
cc: Gene Hitch, Hevi Duty Electric
John Dorney, NEHNR
Steve Whiteside, GEI Consultants
3120 Medlock Bridge Road • Building J • Norcross, GA 30071 • 404 448-6741 • Fax [phone]
Atlanta • Chicago • Los Angeles • New York • Philadelphia • San Francisco • St. Louis
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N.C. Dept. of Environment, Health, and Natural Resources
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Signed
TELEPHONED PLEASE CALL
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RETURNED YOUR CALL
N.C. Dept. of Environment, Health,
an\^d' Natural Resources
V1?!'Y a.?mot nn Rwcvcled PaD9r
State of North Carolina
Department of Environment, Health. and Natural Resources
Division of Environmental Management
P.O. Box 29535
Raleigh, North Carolina 27626-0535
WATER QUALITY SECTION
FAX # [phone]
TELECOPY TO:
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FROM:_ PHONE:
NUMBER OF PAGES, INCLUDING THE COVER SHEET: I
TRANSMISSION REPORT

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HOU-12-1993 12:11 FPON EHNR WASH REG OFFICE
O ? J ? r V.Aortl+aGTGN
MEMORANDUM Y
TO: John Dorney
$ nch iq
To 1?1?'ISj155ti r. 101
r
PRINT NAMES:
Reviewer: -4?1
WQ SupV.
DATE:
Planning xa o, r .: - 17
SUBJECT: WETLAND STAFF REPORT AND-RECOMMENDATIONS
***EACH ITEM MUST BE ANSWERED (USE N/A FOR NOT APPLICABLE) ***
PERMIT YR: 93 PERMIT NO: 0000920 COUNTY: WAYNE
APPLICANT NAME: HEVI-DUTY ELECTR CO- PERMIT_TYPE: NW26
PROJECT-TYPE: STORMWATER DOT-#,
R.CD_FROM_COS-CDA : APP DATE_FRM_CDA: 10/28/93
REG_OFFIC :WARO RZVER_AND_SUB_BASIN-#:/YL "
A e.
STREAM-CLASS: L ASS $ STR_INDEx--NO : Ae?
.
WL_IMPACT?:(DN WL_TYPE:
WL-REQUESTED: /L-j Xz- WL..._ACR_EST? : Y/N ? /
WATER IMPACTED BY FILL?: ?N ? -p 27,??
HYDRO_CNECT?* N MITIGATION?: Y(!?:)
MITIGATION_TYPS:aVV-Y%- MITIGATION-SIZE:
IS WETLAND RATING SHEET ATTACHED? : `C'
/J RECOMMENDATION (Circle One): ISSUE SSUE/COND ENY
t om9K 3TS : ( - -
cc: Regional Office
Central Files
Post-ft- brand fax transmittal memo 7871 of pages t? ? J u?
Fax #
fax B^
1
41
TOTAL P.01
DEPARTMENT OF THE ARMY q
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
December 13, 1993
? I- C 2 2 1993
IN REPLY REFER TO WA I tK UALI B Y S
Regulatory Branch
1 ted
Headwaters and Iso a
Action ID. 199400884 and Nationwide Permit No.
Waters)
Mr. Gene Hitch
Hevi-Duty Electric
post office Box 268
Goldsboro, North Carolina 27530
Dear Mr. Hitch:
. Steve Whiteside, GEI consultants, for
Reference a letter from Mr
Department of the Army authorization to excavate sediments from a
2,600-foot-long by 10-foot-wide surface water drainage ditch, shown on our
property,
maps as an unnamed minor tributary to the Neuse River, on Hevi-Duty p OP
a state.listed hazardous material site, off Highway 117 South, in Goldsboro, into "''e County, North Carolina. Thexcontainerstorlrailcarsbforoshipment touap
trucks and transferred into roll-off
permitted offsite disposal facility.
ur oses of the U.S. Army Corps of Engineers, Regulatory Program,
For the p p part 330.6, published in the
Title 33, Code of Federal Regulations (CFR),
Federal Register on November 22, 1991, lists nationwide permits (NWP).
Authorization was provided, pursuant to Section 404 of the Clean Water Act,
for discharges of dredged or fill material into headwaters and isolated waters
provided:
a. the discharge does not cause the loss of more than 10 acres of waters
of the United States;
b. the permittee notifies the District Engineer if theodisch rgin would
cause the loss of waters of the United States greater accordance with the "Notification" general condition. For discharges in
atic sites, including wetlands, the notification must also include
special aqu atic sites, including wetlands; and
a delineation of affected specific aqu
c. the discharge, including all attendant features, both temporary and
permanent, is part of a single and complete project.
this NWP provided it is accomplished in strict
Your work is authorized by you of the is NWP accordance with the enclosed conditions.
Statehor ocaloapprovalelieve y
responsibility to obtain any required
This verification will isrmo2 years dified,freissueddorerevokeds lAlsor
unless the nationwide authorization
..\J6
-2-
this verification will remain valid for the 2 years if, during that period,
the NWP authorization is reissued without modification or the activity
complies with any subsequent modification of the NWP authorization. If during
the 2 years, the NWP authorization expires or is suspended or revoked, or is
modified, such that the activity would no longer comply with the terms and
conditions of the NWP, activities which have commenced (i.e., are under
construction) or are under contract to commence in reliance upon the NWP will
remain authorized provided the activity is completed within 12 months of the
date of the NWP's expiration, modification or revocation, unless discretionary
authority has been exercised on a case-by-case basis to modify, suspend or
revoke the authorization.
As discussed, you should contact the following State agency to obtain the
required State authorizations prior to starting work: Mr. John Dorney, North
Carolina Division of Environmental Management, telephone [phone].
Thank you for your time and cooperation. Questions or comments may be
addressed to Mr. Norm Sanders of our Washington Regulatory Field Office,
telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Copies Furnished (without enclosure):
Xr. 'John Dorney
Water Quality Section
Division of Environmental
North Carolina Department
Environment, Health and
Natural Resources
Post Office Box 29535
Raleigh, North Carolina
Mrs. Deborah Sawyer
Division of Environmental Management
Management North Carolina Department of
of Environment, Health and
Natural Resources
1424 Carolina Avenue
Washington, North Carolina 27889
27626-0535
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health, and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Joe Allen, Ordinance Enforcement Office
Wayne County Planning Department
115 South William Street
Box 227
Goldsboro, North Carolina 27533