NC0031038_Regional Office Historical File Pre 2018 (2)

November 11, 1986
Engineering Unit
Ina Division of Environmental
nt
7687
,rth Carolina 27611-7687
Permit Renewal
Per ti No. NCO031038
tte Delivery Facility, Mecklenburg County
�20 for $50.00 is enclosed to cover the processing f
The calculated average daily volume is 0.0045 MGD.
Please contact the Environmental Section if you have any questions or comn
regarding this renewal request.
Yours very truly,
R. J Cole
Associate Engineer
njw
Enclosures
cc: Mr. D. C. Baughn
Mr. B. M. Paden
A
Mr. J. S. Sorrow 14'
Mr. T. S. Woods
s'
t,',ALINGADCqESS "0 BOX' '8855 A""LANTA,GA ',032o,J",�55

Colonial Pipelli=e Company
4411 ROSWELL ROAD N,L P.O, BOX 720417 At LAS TA, GEORGIA 311329 PlIONE AQ3-261•1410
a
A
-November 10, 1981
.. ..., ..,.... a .�„
D. Rex Gleason, P.E.
Water Quality Supervisor
N*C* ail
Divissi
919 NO,
Mooresi
Dear M7
.`.
NO. N
wbicb
Comple
In <a&
Novemt
th Main Street
ille, NC 28115
Gleason:
J. A. Cox
Region Products Movement Manager
R'fttac° ents
r#
a '
t
. d
wM
e
�a

CAROLINA DEPT. OF NAWRAL RESOURCES AND COMMUNITY DEVELOPMENT
P-01ppp" ENVIRONMENTALMANAGEMENT Cb14MI ION
TOILOLLtIT DISCHARGE E.IMIIATIOI SYSTEMA....AP .... ...
APFi it:at is r,csrttiER
APPLICATION FOR PERMIT TO DISCHARGE SHORT FORM D €Oa
AGENCYUSE DATE RECEWD
to be feed only by services, wholesale and retail trade
and other c rcial establishments including_ vessels
YEAR MO. DAY
oo not attempt to complete this form without reading the accompanying instructions
Please print or type
1. Ham*, address, and telephone number of facility producing discharge
A. hame Colonial Pip line Cornan� (Charlotte Qelj.v!QrX Fa ilityj
6. Street address P.O. Box 87 or Wac Mt. HollX Hi2hway
C. City Pair Creek t?. Stage North Carolina
E. County Mecklenbur ' F. ZIP 28130
G. telephone No. 701 3- 8Fa10
Area
Code a
2. Sic
(Leave blank)
. Nuotber of employees l
. nature of business Transportation of'Refined P trcrle Products by Pipeline
S. (a) Check here if discharge occurs all yearvc, or
(b) :Check the nth(s) discharge occurs:
1. o January 2. © February 3. a March 4.0 April 5. t3 May
.0 June 7. t3July 8.0 August 9.0 September IO.o October
J1.0November. 1 . o December
(c) Now many days per weep:
1. t] 1 2. ©2-3 3.0 4-5 4, 6-t
6. types uf•waste water discharged to surface waters only (check as applicable)
Flow, gallons per operating dayVolume treated before
discharging (percent)
Discharge per
operating day 0.1-999 1000-4999 50004999 10,000- 50,000 None 0.1- 30- 5- 95-
49,999 or more 29.9; 64.994.9 100
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
A. Sanitary. daily
average
S. Cooling water. etc.,
daily average
C. Other discharge(s),
daily average;
Specify 850 X
0. Maximum per opera .
ins) day for combined
discharge (all types) 950

P pp
� " t
If any of the types of waste identified; in item 6. either treated or un-
treated, are discharged to places other than surface waters;, check below,
as applicable.
Waste water is discharged to: 0.1-999 Milli?- 9 $000-999 ti ,p ti-4 .9 9 50.00
A. 'liunir ijuil ;r>wvr .y=,tent
ir„ rrer•rrtrr+ertr{ w+»il
C. *rtt4it tank
V. ;Evaporation lagoon or pond
E.'Other. specify:
8. H=amber of separate discharge points:
A tkl 0.02-3 C.a 4-5 D.o 6 or more
Unnamed Branch 4 Gum Branch 4 Long Creek, -t*
r more
9. Name of receiving water or waters Catawba River
IO. Does your discharge; contain or is it possible for your discharge to contain
one or mare of the following substances add11 as a result of your operations,
activities, or processes. ammonia, cyanide, aluminum, beryllium, cadmium,
chromium, copper, lead, mercury, nickel. selenium, zinc, phenols, ;oil and�-
grease, and chlorine (residual).
A yes D.ttno
i certify that I am familiar with the information contained in the application and3
r that to the,best.of my knowledge and belief such information is true, complete, and
accurate;
+
James A. Co
Printed flame of Person Signing
� m07C
Region Products Movement Mana er "�
Title
Bate Application Signed
Signature of Applicant
d
Iortl Carolina General Statute 1 3-215. (b)() vid tat: Any person ho knowingly make
ny false !st, to ent representation, or certification in any applicati:or..., record, report, plan,
r other ocum-eat files or required to be itzintained'under Article 21 or regulations of the
rtvir etatal �a:tacgtent Commission it em nting that article, or who falsifies, t oars with,
r ., er»l renders inaccurate any recording or rao a torizl ; device or tiethod requ .red to be
= ted at maintained under Article 21 or, regulations of the Environmental 11imaSement Cormiss i
mpleaeat ,ag that Atticle, shall be guiltv of a tal'sdoneanor punishable by a fine not to e cee(
40,000, or by imprisonment not to exceed six months, or by �oth. (13 IT.S.C. Section 1001 pro i ``
puns i*nt by a fine of"not pore than $10,000 or imprisonment not pore than 5 yeir,, or tomtit,
"or -a sin? l r offense.)

Part I
Page
Perini t N
OF COMPLIANCE NOT APPLICABLE

i
STATE, OF NORTH CA
DIVISION OF ENVIRONMENTAI
P E R M I T
To Discharge Wastewater Und(
POLLUTANT DISCHARGE ELI 'I]
Management Commission, axed the ede:
Colonial Pipeline Company
ho i ed to discharge wastewater from
Charlotte Delivery Facilit
Mecklenburg County
waters designated an unnamed trihuta
Basin.
Earth in Parts I, II and
t shall became effectiveMA,
Permit No., NC
�0111 3
kNAGEMENT
the NATIONAL
ICON SYSTEM
. .I. vwct t=i z s a is c as "kaij,
a facility located at
y
ry to Cum Branch in the
Signed this day of MAY 198Z
Original Signed By
Di ision of Environmental Management
y Authority of the Environmental
Management Commission
11

PEi�-mit No. NCO031(
SUPPUMENT TO PERMIT COVER SHEET
Colonial Pipeline Company
hereby authorized to:
I. Continue to operate a treatment facility consistin� of two (2)
oil/water separators installed in series.
located at the Charlotte Delivery Facility
(See Part III of this Permit) and
2. Discharge from said treatment works into an unname, tributary to
Gum Branch which is classified Class "C".

loading/unloading areas, etc. Such discharges
shall be limited and monitored by the permittee
as
specified below:
Effluent Characteristic DIschargI Limitatio Lonj:tca�rin > it nircments
1 &140, AN AND
Other Units A IPP;�AIAA Measurement
Sam
ITTRT;�_'
yme
X _p
Da i Ly ,Eat.
kikl -Av- a - Paili Mac.
Flow-m 3 /Day (MGD)
I/month
Estimate
W t Graose
not to exceed 60 mg/1 I/month
Grab
30 mg/1
This permit imposes UO limiLation On, the discharge
of stormwater runoff uncontaminated by any industrial
or
cominerical activity and not discharged through any
oil -water separator or other'treatment equipment
or facility.
Samples taken in compliance wAh the monitoring requirements specified above shall be taken at the
following
locations(s): The nearest accessible point after
final treatment but prior to actual discharge to
or mixing
with the receiving waters.
C,)
C)
Q;
00

Part
Pemit No.'
4PLIANCE
NOT APPLICABLE

Permit No. NC
ter Pollution Control Act, As amended.

. The analytical techniques
e. The results of all requires
antion
the Environmental Protection ATe .
PART
Permit No.
The exact place, date, and time of sampling,
The dates the analyses were performed;
e;
used; and
KR

PAT
Permi t No. NC
A. MANAGEMENT REQUIREMENTS
I. Change in Discharge
All discharges authorid herein shall be consistent with the tors and
conditions of this permit. The discharge of any pollutant identified
in this permit more frequently than or at a level in excess of that
authorized shall constitute a'ioltion of the permit. Any anticipated
continue, an; steps being taken to reduce, eliminateand pr
:urrence of the noncomplying disco
A s Operation
arni h l l All i n+A i n in nnnd wnrkinnnrdpr ar
4dt'4'- it 6.a %.®i Bi-R6-..WB, Mr rwPa iW0 4 Bm V. -4raec 84V W.
or systems installed or used y the pemittee to achieve compliance with
the terms anconditions of this permit.
4. Adverse Impact
The permittee shall take all reasonable steps to minimizeby adverse
impact to navigable wat s resulting from noncompliance with any effluent
limitations specified in this permit, including such accelerated or
additional monitoring as necessary to detemine the nature and impact of
the noncomplying dischar
5. Bypassing
Any diversion from or bypass of facilities necessary to maintain compliance
with the terms and conditions of this permit is prohibited, except i where
8

roidable to p
i where exces
I !,LI -- -----
rent loss OT
re storm dra
qy for cons
IM1911M
PART II
Permit No. NC
damaqe, or
:ering waters of the State or navigable waters of the United States.
ter Failures
order to maintain compliance with the effluent limitations and
)hibitions of this permit, the permittee shall either:
ure of the primary source of power to said wastewater c(
lities.
or Offshore Construction
Anr%w-^,,ft +ke, nne+w-m-t-inn nf av
or offshore physical structures or facilities or the undertaKing oT any
work in any navigable waters.

Perod t No. NC
ILITICS
of Entry
ut nt'.
o
Reports
____
A.a __ r
I e
Al s
e 4-
1
at
sa
�
ties as providetf for in N. C. .- S. 1 (b) () or in Section
the Federal Act.
1 Modification
notice and o oortuni ty for hearing pursuant to N. C.
'b)() and k S. 115.() respectively, this permit may be
fed, suspendpd, or revoked in whole or in park during its term for
including, 1'tut nit limited to,, the following:
olation of any terms or conditions of this it
it ininp this Permit by misrepresentation or failure to disclose
Illy Ve,
change in any condition that requires either a temporary or
anent reduction or elimination of the authorizedi r .

PART I I
Permit No. NC
5. Toxic Pollutants
Notwithstanding Part TI, B-4 above, if a toxic effluent standard or
prohibition (including any schedule of compliance specified in such
effluent standard or prohibition) is established under Section 307(a)
of the Act for a toxic pollutant which is present in the discharge and
such standard or prohibition is more stringent than any limitation for
such pollutant in this permit, this permit shall be revised or modified
in accordance with the toxic effluent standard or prohibition and the
permittee so notified.
6. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II, A-5)
and "Power Failures" (Part 11, A-7), nothing in this permit shall be
construed to relieve thq permittee from civil or criminal penalties for
noncompliance pursuant to N. C. G. S. 143-215.6 or Section 309 of the
Federal Act, 33 USC 13109,
7. Oil and Hazardous Substance Liability
kt-LI-4- T- . t-J- -L-11 L- A.- 4-1- 4-44*-4-4-
es, or penalties to which the permittee is or may be sub
C. G. S. 143-215.75 et seg. or Section 311 of the Federa
21.
Rights
.nce of this permit does not convey any property rights i
iersonal property, or any exclusive privileges, nor does
rights, nor any infringement of ede'ral-,State or local laws or regulations.
9. Severabiliter
The provisions of this permit are severable, and if any provision of this
permit, or the application of any provision of this permit to any circum-
stance, is held inivalid, the application of such provision to other cir-
cumstances, and the reWtinder of this permit shall not be affected thereby.
& 1 10

PARS"
Permit No NC
itin of Permit

P T, R ,
Pay of
Pn- i t No. N 0031038
B.
Previous P
All previous State grater quality permits issued to this facility,
whether for construction or operation or discharge, are hereby revoked
by issuance of this pennit. The conditions, requirements, terms, and
provisions of this permit authorizing discharge under the; National
Pollutant Discharge Eliminaltion System Governs discharges from this
facility.
C.
Construction
No construction of wastewater treatment fa ilit;e: or additions thereto
shall be begun, until F` al Plates and S ecificatio& s hEve ')een submitted
to the Si vi s ia, c�f 5nvi run 2 tri i Management and written a p rovai and
Authorization to Construct has been issued. - i f no objections tions to Final
Plans and Specifications has been made by the C5M after 30 days following
receipt of the plans or issuance of this pennit,'hiheer is latter, the
plans may be Considered approved and construction authorized.
D.
Certified Operator
Pursuant to Chapter 90A of North Carolina General Statutes, the permittee
shall employ a certified wastewater t a nt plant operator in responsible
charge of the wastewater treatment facilities. Such operator gust hold a
certification of the grade equivalent to the classification assigned to
the wastewater treatment facilities.
E.
Other Requirements
The "daily average" limitations for coil and grease stayed in fart;
I. A. above, shall be deemed to have been exceeded if dither:
a, 'he arithmetic average of the analyses of all representative
samples taken during a calendar month by the per `ttee in
accordance with the monitoring requirements set forth above
exceeds 30 mg l; or
' The analyses of any two represent ti-ve grab samples taken by
he.State at least six 6) hours apart during any consecutive
thirty (30) oaf, periods each individually exceed 30 mg,/I.
Each sample taken by either the permittee or the State shall be
presumed to be representative. However, due to the variability of
the sampling and analysis of oil and grease discharge from petroleum
marketing terminals, the per "tree may in good faith declare a maximum
of 10% of the samples taken by it during a calendar year, but not
more than one sample taken during any calendar month, to be non-
representative.
M 15 & 1 1

Part III cont.
Perr.,,,it: NoG0031038
No sample -,TLr;y be so excluded if it is the only sample taken by the
perm itree during a calendar month. Such a declaration must be
included in wrl't , ing with the next Discharge Monitoring Report
submitted in accordance with Part I.,6.,2. of this permit, and must
include the results of the analysis of the excluded sample, and a
written explanation for the exclusion of that sample. If any sample
is so excluded, the "daily average" concentration shall be *he
arithmetic ziverage of the analyses of the remaining non -excluded
samples,
2. The "da4'IV r
a f n Part
Jim,
for oll- ne grease stated
be deemed to been exceeded if either -
a, Tn e az t nmeti" average ol" the analyses of all represen,-a:ive
samples taken during a calendar day by the permittee ,,,,r by
this State to minimum, of two samples taken at least six I hours
apart) in accordance with the monitoring requirements set
forth above exceeds 60 mg/1; or
b. The analysis of a single sample (when it is the only one taken
during the day by the permitree) exceeds 60 tag/la
Each sample taken by either the permittee or the State shall be
presumed to be representative. However, due to the variability of
the sampling and analysis of oil and grease discharged from petroleum
marketing terminals, the permittee may in good faith declare a
maximum of 10% of the samples taken by it during a calendar year,
but not more than one sample taken during any calendar month, to be
non -representative. No sample may be so excluded if it is the only
sample taken by the permittee during a calendar month. Such a
declaration must be included in writing with the next Discharge
Monitoring Report siYbmitted in accordance with Part 1. ,C. 2. of this
permit, and must include the results of the analysis of the excluded
If any sample is so excluded, the "daily maximum" concentration shall
be the arithmetic average of the analyses of the remaining non -excluded
samples.
Other petroleum company officials have contended that, while the
discharges from most of their marketing and bulk terminals are capable
of meeting this "daily maximum" limitation as stated al-ove, cF----,-.-'Iin
of their facilities cannot be so equipped to meet this limitat-n-
If the permittee can present sufficient evidence to demonstrate that
this facility cannot be so equipped, the State will modify this limitation
to the extent needed (in no case to exceed 100 mg/1) to assure reasonable
compliance with the "daily maximum" limitation,

Page
Permi'
.
It is recognized that influent quality changes, equipment
or either circumstances may sometimes result in effluent come
exceeding the permit limitations despite the excercise of a
care and niai.ntwenance measures, and: corrective measures by th
The perm tree may come forward to demonstrate to the State t
circumstances exist in any case where effluent concentration
those set forth in this permit. The State will consider suc
f. determining approprTtte enforcement 'measures, if any, to
4.
A calendar do-,,- is defined as any consecutive 21"-hour period.
gait: "daily r< .r ..ur:" concentration is defined as the arithniet
of one or more representative grab samples taken during any,
day. Should effluent sampling be <done on more than one cal
daring the month, the arithmetic average indicating the lar
maximum" concentrations shall be repartee on the N. C. Disci
Monitoring Report Form.
6.
Collection or representative samples shall be required duri
ours, Lne rermiLuee `s'naiS. reiPoT C- 14V y-c.j.,..,.:
eriod.
,'he reported flaw shall be the arithmetic average of the total
rolume discharged on each of the sampling days during the repo
re iod. Flow may be calculated utilizing a flow recorder, rain
;auge, or any other similar device.
:r, connection with ubm ssio of records and reports required
r s ctx. z t , the l' r rl tree "nail not be deemed to havewaived
>rivilege against self-incrimination of may be offered under ox
-.:re Fifth Ame'nd:r rnt of the Limited' States Constitution:

INEER ING -SCIENCE, INC.
i,x)n Oaks BOLOEWWO, SaWe 210 *Cary, Nonn Car (,,,I ina 211`5 13 * (91,91,, 6'i"7-008,,,)
JUN 2 4
June 21, 1994
1'Iin''nr vip i U'(
mar Bou-ghazale
C. Department of Environment,
lealth and Natural Resources
)ivision of Environmental
lanagement, Water Quality
9 N. Main Street
)orseville, NC 28115
bject: Application No. NCG510207
Response to Question from Site Visit and
Supplement Information Submittal
ar Mr. Bou-ghazale:

i"
•wi• :U I j 1 111 1 1111 '01111 1 oil A11'.11
information presented in the May 1994 CSA and the Corrective Action Plan, hydraulic
conductivities range from 0.02 to 0.57 It per day. Even at the upper end of this range,
an unreasonably, and unavailable, large area would be required to handle the 45 gallon
per minute design flow.
4) ,Supply more details on location of discharge into the rand and whether or not
the pond ultimately does discharge to the Gum Branch Creek. `
e discharge from the system is proposed for the northern end of the unnamed
pond clue west of Tanks 715 and 71. As can be seen on the attached figure 3, this
pond drains to another unnamed pond on the north end of the property. Referencing
the tJ` GS :Mountain Lake Quadrangle Map, this pond does drain to the Gum Branch
Creek via an unnamed tributary.
SUPPLEMENTAL INFORMATION
Also attached is some additional information for the permit application. Included is
the modified air stripper design, incorporating the increased concentrations from the
,iW wells and also incorporating the less stringent (than the original design) effluent
requirements as specified in the General. Permit. This information will also be
submitted to Jay Lucas of the DEM Raleigh Office as part of the response to his letter
dated June 15, 1994.
'r-i4O3.041ODkRD94091ANSUG94171.DOC Jum 21, 199V1111 PM

Letteri to Samar Bou-ghazale
June 21, 1994
Page 3
If you have any additional questions or require additional information, Please call
the at [phone].
Sincerely,
ENGINEERING -SCIENCE, INC.
"( e -C-7, LI-111
X? , , 'e,
Steven S. Trimberger
Project Engineer
ENCLOSURE
cc: Jeff Richards, Colonial Pipeline Company
File
7254M0410OWD94091 MM94171 DOC Jum 21, 1994112.11 PM

NMETING NUNUTES
Subject: Site Visit for Permitting Agencies' Personnel
Date: June 17, 1994
Location: Colonial Pipeline Fuel Delivery Facility
Paw Creek, No Carolina
Participants: Steve Trimbere r, Engineering -Science, Inc.
0• 3111 trill ;i4iiii • il; li ill 11111•
products have been spilled, it may require a different permit.)
3) Supply a detailed explanation of why the other disposal methods (subsurface
disposal, infiltration galleries or spray irrigation) are not feasible, including
supporting data such as soil tests to verify conductivity.
4) Supply more details on location of discharge into the pond and whether or not
the pond ultimately does discharge to the Gum Branch Creek.
I also told both parties that data was now available for the GW wells and would be
supplied to them. I also informed them that these concentrations came back higher than
the trench area data and may result in a change to the air stripper design, which I
would submit to them as soon as the air stripper manufacturer responded. Mr. Bou-
ghazale also informed me that he will be on a one month vacation beginning July 2 and
needs this information as soon as possible if we want it completed prior to his leaving.
We returned to the control building and the meeting adjourned at 1:50 p.m.
cc: Jeff Richards, Colonial Pipeline Company
File
725403.04100UU)94091A\MM94168.DOC Juno 21,199WI:03 PM

2434-1
Engineering -Science
ANALYTICAL RESULTS SUMMARY
Page I of 7
ES Job No. 724262
COLONIAL PIPELINE COMPANY
Client MR. DAN MILLER
Project CHARLOTTE
FACILITY
PURGEABICE ORGANICS
Date Collected 05/27/94
EPA METHODS 601 &
602
Date Received 05/28/94
Sample Matrix:
Date Analyzed 06/10/94
X
Water ug/L
Field Sample Number: RW
WELLS COMPOSITE
soil ug/g
Laboratory Sample Number:
94051666
other
Bromodichloromethane
<50
I,I-Dichloroethene
<50
Benzene 5,500
Bromoform
<200
trans-1,2-Dichloroethene
<50
Ethylbenzene 510
Bromomethane
<2,000
1,2-Dichloropropane
<50
Toluene 1,500
Carbon tetrachloride
<50
cis-1,3-Dichloropropene
<500
Xylenes 2,700
Chlorobenzene
<50
trans-1,3-Dichloropropene
<500
MTBE 1,400
- Chloroethane
<500
Methylene chloride
<200
IPE <500
2-Chloroethylvinyl ether
<200
Tetrachloroethane
<50
NAPHTHALENE 210
Chloroform -
<50
Tetrachloroethene
<50
Chloromethane
<1,000
1,1,1-Trichloroethane
<50
ELEVATED DETECTION LIMITS ON 601
Dibromochloromethane
<50
1,1,2-Trichloroethane
<50
COMPOUNDS DUE TO BETX CONTENT.
1,2-Dichlorobenzene
<50
Trichloroethene
<50
1,3-Dichlorobenzene
<50
Trichlorofluoromethane
<500
1,4-Dichlorobenzene
<50
vinyl chloride
<500
Dichlorodifluoromethane
<500
1,2-DIBROMOETHANE
<200
1,1-Dicholorethane
<50
1,2-Dichloroethane
64
CC: STEVE TRIMBERGER, ES RALEIGH-DURHAM

4 4-2
Engineering -Science ANALYTICAL RESULTS SUMMARY Page 2 of 7
Late Reported 0 /15/94 COLONIAL PIPELINE COMPANY
ES Job No. 724262
'
01 i Ant- mp na m MTT. .i'.P
Cher
PHENOL
IRON
LEAD
Field Sample No. Laboratory Sample No.
ug/L
m /L
u /L
RW WELLS COMPOSITE 94051666
0*
9.40
14
ELEVATED DETECTION LIMIT" DUE TO PRESENCE
OF NON -TARGET
COMPOUNDS.
ThT TeT tfiPftThT YebT".'s4%TTl4T1 "GT
G"..hA
"'S f69:h C'S �+"4 '4 W f
"t ri^Y fY lM rh^%h +'k

2434-3
Engineering -Science
ANALYTICAL RESULTS
SUMMARY
Page
3 of 7
Date Reported
06/1.5/94
COLONIAL
PIPELINE
COMPANY
ES Job No.
724262
Client
MR. DAN MILLER
Project
CHARLOTTE FACILITY
Sample
Matrix:
Late Collected
05/27/94
/
/ Water
Late Received
05/28/94,
/
/ Sail
Other
ETHYL
BENZENE
BENZENE
TOLUENE
XYLENES
M"T"BE
IPE
NAPHTHALENE
Field Sample No.
Laboratory Sample No. -
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
T2W-2
94051667
6,200
680
1,700
3,200
2,100
<500
410
R.W-3
94051668
3,400
160
200
390
1,000
<500
220
RW-4
94051669
1,200
23
41
98
<50
<50
<20
Analytical Method 602 602 602 602 602 602 602
Date of Analysis 06/02-03, 06/10 94

2434-4
Engineering -Science
ANALYTICAL RESULTS SUMMARY
Page 4 of 7
ES Job No. 724262
COLONIAL PIPELINE COMPANY
Client MR. DAN MILLER
T)170J (ICt CHARLOTTE
FACILITY
PURGEABLE ORGANICS
Date Collected 05/27/94
EPA METHODS 601 &
602
Date Received 05/28/94
Sample Matrix:
Date Analyzed 06/09-10/94
X
Water ug/L
Field Sample Number:
Soil ug/g
Laboratory Sample Number:
INSTRUMENT
BLANK
other
Bromodichloromethane
<0.50
1,1-Dichloroethene
<0.50
Benzene <1.0
Bromoform
<2.0
trans-1,2-Dichloroethene
<0.50
Ethylbenzene <1.0
Bromomethane
<20
j 1,2'-Dichloropropane
<0.50
Toluene <1.0
Carbon tetrachloride
<0.50
cis-1,3-Dichlor6propene
<5.0
Xylenes <3,0
Chlorobenzene
<0.50
trans-1,3-Dichloropropene
<5.0
MTBE <5.0
Chloroethane
<5.0
Methylene chloride
<2.0
IPE <5.0
2-Chloroethylvinyl ether
<2�0
1,1,2,2-Tetrachloroethane
<0.50
NAPHTHA LENE <2,0
Chloroform
<0.50
Tetrachloroethene
<0.50
Chloromethane
<10
1,1,1-Trichloroethane
<0.50
Dibromochloromethane
<0.50
1.1,2-Trichloroethane
<0.50
1,2-Dichlorobenzene
<0.50
Trichloroethene
<0.50
1 3-Dichlorobenzene
<0.50
Trichlorofluoromethane
<5,0
1,4-Dichlorobenzene
<0.50
Vinyl chloride
<5.0
Dichloro ifluoromethane
<5.0
1,2-Dibromoethane
<2.0
1,1-Dicholorethane
<0.50
1,2-Dichloroethane
<0.50

Page 5 of 7
rLujt--.c:.c.
1-oft"IjU TZ t"RU ,.CITY
ample
matrix:
Date Collected 05/27/ 4
/X
Water
Date Received
05/28/94,
/
/ Soil
Other
ETHYL
BENZENE
BENZENE
TOLUENE
XYLENES
MTBE
IPE
NAPHTHALENE
Field Sample
No. Laboratory Sample No.
a /L
u L
u /L
a /L
a /L
ug/L
a /L
--
6/2/94 INSTRUMENT BLANK
<1.0
<1m0
<1.0
<3.Q
<50
<5.O
<2,0
6/3/54 INSTRUMENT BLANK
<1..
<1.0
<1.0
<3.0
<50
< .S
<2.'0
--
6/10/94 INSTRUMENT BLANK
<1.0
<1�O
<1.0
<3.0
<50
< .0
< .Q
Analytical
Method
602
602
602
602
602
602
602

243-6
Engineering -Science
QUALITY CONTROL RESULTS SUMMARY
Page
6 of 7
Date Reported
06/15/94
COLONIAL
PIPELINE COMPANY
ES Job No.
724262
Client
MR. DAN MILLER
Project
CHARLOTTE FACILITY
Sample Matrix:
X % hater'
call
other
Matrix. Spike
Analytical
Duplicates
Spike
Recovery
Parameter
SAMPLE NO.
Blank
CI
C2 RFD
SA
SR
SSR
PR
BENZENE
94051666
<1.0
6,920'
7,630 9.8t
1,000
5,460
6,920
146k (1)
CHLOROBEN NE, ug/L
94051666
<0.50
747`
792 5.8V
1,000
<50
747
75
1, I -DI HL ROE"THENE, ug/L 94051:666
<0.50
749
838 Ilk
1,000
<50
749
7 `k
TRICHLOROETHENE, ug/L
94051666
<0.50
812
894 9.6k
1,000
<50
81.2
81V
TOLUENE, ug/L
94051666
<1.0
2,570=
2,830 9.6%
1,000
1,460
2,570
111$
PHENOL, ug/L
LCS
<1.0
10.5
10.8 2.8V
20.0
_-
10.5
52
IRON, mg"/L
94051666
<0.040
10.0
10.6 5.8
1.00
9.40
10.0
60k (1)
LEAD, ug/L
94051666
<5.0
65
62 4.7k
50
14
60
102
(1) OUSTIDE CONTROL LIMITS; SPIRE AMOUNT 'INSIGNIFICANT
AS COMPARED TO SAMPLE CONCENTRATION.
Relative Percent Difference (RPD) = Cl
- C2
Cl =
Concentration One
NC - Not
Calculated
100 C2 =
Concentration Two
(Cl+C2)/2
Percent Recovery = SSR- R
SSR =
Spike Sample Result
- - _ - _ _..
X 100
SR =
Sample Result
SA
SA :
Spike Added (Concentration)

Page 7 of
� 4
k .c.,v'rTr, LIW:;IIJITx
Sample Matrix:
X Water
/ Sail Greg
dOneec
s
Kcal
ilrectOr
(Other
Matrix Spike
Analytical
LAB
Duplicates
Spike
Recovery
Parameter
SAMPLE NO.
Blank
C1
C2 RPD SA
SR
SSR
PR
BENZENE, u /L
94051592
<1.0
14.8
14.8 0 10.0
4.4
14.8
104
ETHYLBENeENE, ug L 94051592
<1.0
9.49
9.55 0.63 10.0
<1.0
9.49
95
TOLUENE, ug~/L
94051592
<1.0
10.1
10.2 0.98%- 10.0
<1.0
10.1
101
XYLENES, ugg/L
9405192
<3.0
35.0
35.7 2.0V 30.0
7.6
35.0
91V
Relative Percent
Difference (RPD)
C1 - C2
C1 =
Concentration One
NC - Not Calculated
X
100
C2 «
Concentration Two
(C1+C2)/2
Percent Recovery
= SR -SR
S R =
Spike Sample Result
-------- X 100
SR :
Sample Result
SA
Spike Added (Concentration)

JUN-1 (--34 M1 1 4� F. U
1 0 vv r" 0 f e a f r t r i P P 2 r S
I
Friday, June 17, 1994
Steve Trlmb rger
Engineering Science Incorporated
401 Harrison Oaks Su to 21
Cary, forth Carolina 2751
RE: Proposal #494920-
Site ID: #' 25403 Paw Creek, NC
Gear Steve,
To follow-up your faxed requestNorth East Environmental Products is pleased to offer the
a crop tor use !q raownscream vapor pnase carouft). r-er your r qu ,,:it, ia
nd discharge p mps is also attached.
i
rate of 45 qpm 6d a minimum influent water temperature of 55°F, the up<
5stimte.
I conditions, we offe our three -tray stainless steel Model 2331 ShallowTray low
)per (designinfluent Jillow range 1-45 gpm, airflow 300 cfm), as modeled In the
once Estimate.
E
the Model 2331, with optional components, is listed below:
=m Model 2331 1
1 tray, 304L staint ss steel
tray(s), 304L stainless steel
y, 7. hp, 3 0cfm@�18+10) wc, 3 phase, 230V, TEFC
Lnd damper, 304L st inless steel demister, air pressure gauge, spray nozzle, sight
stainless steel latcres, Schedule 80 PVC piping, tray clenout ports, steel frame.
!m price $13,962
Z gpm, 50 t h, 1. �p, phase, 230V, T FC 1 4 81
,np, 45 gpm, 50 tdh,l 1.5;hp, phase, 3V, T FC 1 541 1
ivironmental Products I Technology give West Lebanon NH 03784 (603)` 2 8-7061 Fax [phone]

t::.: y,s, a
IA 3R control panel with ,pump level controls and mein disconnect switch
alarm interlocks, motor starter, panel light, UL listed
mittent operation 1
)e alarm light 1
horn
air pressure alarm <switch i
water level alarm switch t
large pump level switch 1
`r pressure gauges g
al water flow indicatorltotal er (1-100 egpm) 1
low meter ! g
rature gauge
port set, (1) 4 & (1') 8 inch le an vi wport 1
sampling ports
glower silencer
ier wand 1 N
ns Cost I
I Model 2331 System PO ce, Including Options, US$ Each: $
0
kt t
&iro mental ro ucts.
a!
4 • °` ! M • •
s
M trits, project. Please on't nesitate to
is, comments, or concerns you may have. Once again, thank
s:
Sincerely,
lr
Don Shearous , P.P.
Customer Service
File: Engineering Science

1 0 W
Systen
Client &
En
#4949
lit
p-r o f i I e air s t r i P e r s
i Performance Estimate Model chosen: 2300
Proposal Information: i Water Flow Rate: 45.0 gpm
iering Science, Inc. - Steve Trimberger Air Flow Rate: 300 c m
20-3: Paw Creek, NC Water Temp: 55,0 F
Air ternp: 20.0 F
AJW Ratio: 49.9 cu. ft/ Cu. ft
Safety Factor None
I
Untreated Model 2311
Model 2321
�odel �2331�
Model 2341
Contaminant
Influent Effluent
Effluent
Effluent
Water
Effluent
Water
Water
Air(lbs/hr)
Water
Air(lbs/hr)
Air(lbs/hr)
Air(lbs/hr)
% removal
% removal
% removal
% removal
1,2- Dichloroethane
19 ppb I ! 3 ppb
9 ppb
0,000225
6 ppb
0000293
4 ppb
o,o00338
0.0 00135
34 " 9045%
57.6258%
72.4163%
82,0442%
Benzene
1523 ppb 349 ppb
0.626427
So ppb
0.032482
19 ppb
0.033855
5 ppb
0.034170
7711486%
i
94.7781%
M8067%
% 99.7273-
17 ppb 6 ppb
2 ppb
1 ppb
41 ppb
Chloroform
0.000270
0.000338
0,000360
0M0380
71 3636%
91.7996%
97.6517%
99M75%
Ethyl Benzene
150 ppb 44 ppb
0.602634
7 ppb
0.003219
2 ppb
0.003331
1 ppb
0.003354
78.5424%
95.3957%
99.0120%
99.7880%
Ethylene Dibromide
b
63 ppb 55 ppb
- 47 ppb
0.000360
41 ppb
0.000495
35 ppb
0.000630
13'8816%
2 ,8362%
36.1313%
44.9973%
M66
TBE
1
5ppb 498 ppb
o.b01531
437 ppb
o.002904
384 ppb
0.004097
338 ppb
0.005132
1�.1456%
22,8161%
32.1905%
40.4264%
Naphthalene
1 73 ppb
73 ppb
73 ppb
73 ppb
<.000001
73 ppb
<.000001
<J600001
0.6397%
<,000001
OV93%
0.1189%
0,1585%
o-Xylene
i
4
1406 ppb 00 ppb
0. 1 025346
56 b
pp
0.030388
12 ppb
0.031379
3 ppb
0,031581
80. 14700/.
96,0589%
991176%
99.8447%
p-Xylene
1406 ppb 294 ppb
62 ppb13
0.030253,
ppb
0.031356
3 ppb
0.031581
0,025031
79A355%
95.6467%
99.0917%
99.8105%
Toluene
1
515 ppb 1!27 ppb
32 ppb
8 ppb
0.011413
2 ppb
0.011548
6100,9734
7 Z 5.3669%
0.010872
93.9321%
98.5063%
99.6318%
This report has been generated by ShalloW I ray Mod Tler software version 1.4.1. This software is designed to assist a sidlied operator
system, The software will accurately predict the system performance
in predicting the performance
of a ShallowTray air stripping
4- documentation
and standard operation.
nent and the software are operated a= u ng - a W -
entall Products, Inc. cannot be responsible for incidental or consequential damages resulting from the improper
softwara or the air stripping equipment Report generated: Gil 7,194
North East Environmental I roducts, Inc. - 17 Technology Drive, West Lebanon, NH 03784
D61 FAX: [phone] - All Rights Reserved.

ER NY
MINIMUM CLEARANCE
f
FRONT t. ft
TOP 12 in.
a
t
TEAR NIA
i OW AIR PIiESSUBE
SWITCtt
wT
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PRESSURE GAGE
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61 in,
62 41—
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INTEHMITTENT OPERATION
NORT11 EAST ENYIR iNMEWALARODUCTS, INC.
GASKETS
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ITEM _
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17TECRNOLOGY DRIVE
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✓ ALAfJL4 HORN
POWER LOSS INDICATOR
_
GRAVfTY DISCHARGE
2 in.0 FEMALE THD.
(03) zts-706e
LOW AIR PRESSURE ALARM SWITCH
DRY 1 NA
,Z IIIGHWATE(I
LEVEL ALARM SWITCH
--
v000RA"MS
ti8110S"!1 C�y`� Model
,f _DISCHARGE
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DISCHARGEPUMP
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AIR f LO METC•_R
WATER INLET
1-1t4 in, 0 FEMALE THD.
7EMPE:RATUREGAGES
LINE SAMPLING POST'S
C STO ER:
DRAWN. DCSIII C CIDhC :PAW reek, Nc c
g
AIR SLOWER SILENCER
AIRS UST NOZ?LF
bIn 0FtANGE +
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