NC0021971_Permit Issuance_20050915

or�OF�W�ATFRQG
Ms. Barbara Castleberry
Environmental Coordinator
200 Mansell Court East, 5-600
Roswell, Georgia 30076
Dear Ms. Castleberry:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 15, 2005
Subject. Issuance of NPDES Permit NC0021971
TransMontaigne Prod Services, Inc.
Charlotte Paw Creek Terminal #2
Mecklenburg County
Division personnel have reviewed and approved your application for renewal of the subject permit
Accordingly, we are forwarding the attached NPDES discharge permit This permit is issued pursuant to the
requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North
Carolina and the U.S. Environmental Protection Agency dated May 9, 1994 (or as subsequently amended).
This final permit includes no major changes from the draft permit sent to you on July 20, 2005.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable
to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt
of this letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh,
North Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may
require modification or revocation and reissuance of the permit This permit does not affect the legal requirements
to obtain other permits which may be required by the Division of Water Quality or permits required by the
Division of Land Resources, the Coastal Area Management Act or any other Federal or Local governmental permit
that may be required If you have any questions concerning this permit, please contact Dawn Jeffries at telephone
number [phone], extension 595.
Sincerely,
I /
���ifir� 1/��•
T+f ; Alan W. Klimek, P.E.
cc: Central Files
Mooresville Regional Office/Surface Water Protection
NPDES Unit
Aquatic Toxicology Unit
Mecklenburg County Department of Environmental Protection
Nor Carolina
,�ruJ�r�y
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet h2o.entstatem us 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal Opportunity/Atfinnadve Action Employer - 50 % Recycl"10% Post Consumer Paper

Permit NCO021971
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
'®1
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELD IINATION SYSTEM
(NPDES)
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards and regulations
promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution
Control Act, as amended,
TransMontaigne Product Services, Inc.
is hereby authorized to discharge wastewater from outfalls located at the
Charlotte/Paw Creek Terminal #2
7401 Old Mount Holly Road
Charlotte
Mecklenburg County
to receiving waters designated as an unnamed tributary to Paw Creek in the Catawba River Basin in
accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I,
II, III and IV hereof.
This petvtit shall become effective October 1, 2005.
This permit and authorization to discharge shall expire at midnight on June 30, 2010.
Signed this day September 15, 2005.
Alan-W.-Klimek, P.E., Efirector
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NCO021971
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked As of this
permit issuance, any previously issued permit bearing this number is no longer effective. Therefore, the exclusive
authority to operate and discharge from this facility arises under the permit conditions, requirements, terms, and
provisions included herein.
TransMontaigne Product Services, Inc.
is hereby authorized to:
1. Continue to operate the existing water pollution control system consisting of:
• Oil/water separation
• Containment basins
The facility is located at the Charlotte/Paw Creek Terminal #2 at 7401 Old Mount Holly Road near
Charlotte in Mecklenburg County, and
2. Discharge stormwater from said treatment facility through Outfall 009 at a specified location (see
attached map) into an unnamed tributary to Paw Creek, a waterbody classified as C waters within the
Catawba River Basin.

laaede:35*16'37" N
Longitude: 80"56'05' W N C 0 0 219 71 LFacility
Quad# F15SW/Mmmtam Island Lake Receiving SR�n Uf W Paw Cteek tion
Sm�nclasa83TransMontaigne Terminaling
snnm�: 30834Paw Creek Terminal#2 NOT TO SCALE

Permit NCO021971
A.(I.) EFFLUENT LIMITATIONS AND MUNI1LKMU KLUUMMiyLLP1 IL
Beginning on the effective date of the permit and lasting until expiration, the Pemuttee is authorized to
discharge from Outfall 009. Such discharges shall be limited and monitored by the Permittee as
specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Fre uenc
Sample
Type
Sample Location
Flow[
Episodic
[
Effluent
Total Suspended Solids
45.0 m
Monthl
Grab
Effluent
Oil and Grease2
Monthly
Grab
Effluent
Turbidi
50 NTU
Monthly
Grab
Effluent
Benzene
Quarterly
Grab
Effluent
Toluene
Quarterly
Grab
Effluent
Ethyl Benzene
erl
Grab
Effluent
X lene
erl
Grab
Effluent
Na hthalene4
Monthly
Grab
Effluent.
Acute Toxici
Annually
Grab
Effluent
Footnotes:
1. Flow — During periods of no flow, the Permittee shall submit a monthly Discharge Monitoring Report
(DMR) indicating "No discharge." Flow must be measured with each discharge event and may 156
monitored in one of four ways:
a) measure flow continuously;
b) calculate flow based on total rainfall per area draining to the outfall; exclude built -upon
area (best method for facilities with large runoff -collection ponds); see special
condition A.(3.) for rational equation.
c) estimate flow at 20-minute intervals during the entire discharge event; or
d) report flow based on discharge pump logs.
2. Oil and Grease — Where possible, the grab sample for oil and grease should be skimmed from
the surface of a quiescent zone.
3. Turbidity — Effluent shall not cause receiving stream turbidity to exceed 50 NTU. If receiving stream
background turbidity exceeds 50 NTU, effluent shall not cause this background value to increase.
4. Naphthalene — Monitoring requirement applies to facilities that store, or historically stored, diesel or
other heavy fuels on site.
5. Acute Toxicity (Fathead Minnow, 24-hour), Annual [see Special Condition A.(2.)]. Permit holder shall
sample for acute toxicity and BTEX concurrently.
There shall be no discharge of floating solids or foam visible in other than trace amounts.
There shall be no direct discharge of tank solids, tank bottom water, or the rag layer.
There shall be no direct discharge of tank (or pipe) contents following hydrostatic testing unless benzene
concentration is less than 71.4 µg/l and toluene concentration is less than 11 µg1l.

Permit NCO021971
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
SPECIAL CONDITIONS
A. (2.) ACUTE TOXICITY MONITORING (ANNUAL)
The Permittee shall conduct annual toxicity tests using protocols defined as definitive in EPA Document
EPA/600/4-90/027 entitled "Methods for Measuring the Acute Toxicity of Effluents to Freshwater and
Marine Organisms." The monitoring shall be performed as a Fathead Minnow (Pimephales promelas)
24-hour static test. Effluent samples for self -monitoring purposes must be obtained below all waste
treatment. The permittee will conduct one test annually, with the annual period beginning in January of
the calendar year of the effective date of the permit. The annual test requirement must be performed and
reported by June 30. If no discharge occurs by June 30, notification will be made to the Division by this
date. Toxicity testing will be performed on the next discharge event for the annual test requirement.
The parameter code for this test is TAE6C. All toxicity testing results required as part of this permit
condition will be entered on the Effluent Discharge Form (MR-1) for the month in which it was
performed, using the appropriate parameter code. Additionally, DWQ Form AT-1 (original) is to be sent
to the following address:
Attention: North Carolina Division of Water Quality
Environmental Sciences Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later
than 30 days after the end of the reporting period for which the report is made.
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual chlorine
of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of
the waste stream.
Should any test data from either these monitoring requirements or tests performed by the North Carolina
Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re-
opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control
organism survival and appropriate environmental controls, shall constitute an invalid test and will
require immediate follow-up testing to be completed no later than the last day of the month following the
month of the initial monitoring.

Permit NCO021971
A. (3.) RATIONAL EQUATION
The Rational Equation:
Q=KuCIA, where:
Q =
flow (peak flow rate (cfs or m3/sec)
Ku =
units conversation factor = 1.008 for U.S. standard units (usually ignored
because it is so close to 1), or 0.278 for SI units
C =
dimensionless runoff coefficient for the watershed, loosely defined as the
ratio of runoff to rainfall
I =
intensity of rainfall taken from the intensity -duration -frequency curves
for the specified design return period at the time of concentration, tc
(in/h or mm/h). tc = time of concentration (time after the beginning of
rainfall excess when all portions of the drainage basin are contributing
simultaneously to flow at the outlet).
A =
area of tributary watershed (acres or km2)
The rational equation is used to calculate the runoff from a region, given:
the runoff coefficient which accounts for infiltration and other potential
losses in the region,
the rainfall intensity to the region,
the time it takes for runoff to travel from the region's upper reaches to its
outlet, and the region's drainage area.

CLASSIFIED/Zte 470nfLtte *0%t
Thursday, July 28, 2005
Public Notice
State of North CamUna _
Environmental Management Commission/ NPDES Unit .
1617 Mail Service Center
Raleigh, NC 27699-1617
Notification of Intent to Issue a NPDES Wastewater Permit
On the basis of thorough staff review and application of NC General statute
143.21, Public taw 92-500 and other lawful standards and regulations, the North
Carolina Environmental Management Commission proposes to issue's National
Pollutant Discharge Elimination System (NPDES) wastewater permit to the
person(s) listed below effective 45 days from the publish date of this notice.
Written comments regarding the proposed permit will be accepted until 30 days
after the publish date of this notice. All comments received prior to that date are
considered in the final determinations regarding the proposed permit. The
Director of the NC Division of Water Quality may, deride: to -hold a public
meeting for the proposed permit should the Division receive a significant degree
of interest
Copies of the draft permit and other supporting information on file used to
determine conditions present in the draft permit are available upon request and
payment of the costs of reproduction. Mail comments and/or requests for
information to the NC Division of Water Quality at the above address or cal( the
Point Source Branch at 919-733-5083, extension 520. Please include the
NPDES permit number (attached) in any communication. Interested persons
may also visit the Division of Water Quality at 512 N. Salisbury Street, Raleigh,
NC 27604-1148 between the hours of 8:00 am. and 5:00 p.m. to review the
information on file. - - -
Kinder Morgan Southeast Terminals, LLC in Alpharetta, Georgia has applied for
renewal of NPDES permit NC0004839 - for its Kinder Morgan Southeast
Terminal- Charlotte Temtinal 2 in Mecklenburg County. This permitted facility
discharges treated storm water and iemediated ground water to an unnamed
tributary to -Long Creek in the Catawba River Basin. Currently no parameters
are water -quality limited This discharge may affect future allocations in this
portion of the watershed - _
TransMontaigne Product. Services, Inc. in Roswell, Georgia has applied for
renewal of NPDES permit N00005771 for its Charlotte/Paw Creek Terminal #1
in Mecklenburg County. This permitted facility discharges treated storm water
and wash water to an unnamed tributary, to Paw Creek in the Catawba River
Basin. Currently, toluene is water -quality limited. This discharge may affect
future allocations in this portion of the watershed. -
TransMontaigne. Product Services, Inc. in Roswell, Georgia has applied for
renewal of NPDES permit NCO021971 for its Charlotte/Paw Creek Terminal #2
in Mecklenburg County. This permitted facility discharges treated storm water
toan unnamed tributary to -Paw Creek in the Catawba River Basin. Currently,
turbidity is_wateryuality limited This discharge may affect future allocations in
this portion. of the Watershed.
Marathon Ashland Petroleum, LLC in Findlay, Ohio has applied for renewal of
NPDES permit NCO046213 for its Charlotte Terminal in Mecklenburg County.
This permitted facility discharges treated storm water to an unnamed tributary
to Long Creek in the Caiawba River Basin. Currently, turbidity is water -quality
limited This discharge may affect future allocations in this portion of the
watersLed..

Draft Pennitleviews (5)
Subject: Draft Permit reviews (5)
Date: Fri, 29 Jul 2005 15:15:25 -0400
From: John Giorgino <[e-mail]>
To: Dawn Jeffries <[e-mail]>
Hi Dawn, 1 have reviewed the following:
NC0003425 Roxboro Steam
NC0004839 Kinder Morgan Southeast
NC0005771 TransMontaigne
NCO021971 Charlotte Paw Creek
NCO046213 Marathon Ashland
2 have no comments. Thanks for forwarding them.
John
John Giorgino
Environmental Biologist
North Carolina Division of Water Quality
Environmental Sciences Section
Aquatic Toxicology Unit
Mailing Address:
1621 MSC
Raleigh, NC 27699-1621
Office: 919 733-2136
Fax: [phone]
Email: [e-mail]
Web Page: http://www.esb.enr.state.nc.us
1 of 1 7/29/2005 3:20 PM

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NCO021971
Facility Information
Applicant/Facility Name:
NCO021971 — Transmontaigne Terminalin Inc./Paw Creek #2
Applicant Address:
Ms. Barbara Castleberry;
200 Mansell Court, Suite 600; Roswell, GA
Facility Address:
7401 Old Mount Holly Road; Charlotte, NC 28214
Permitted Flow
009 is not limited
Type of Waste:
Stormwater, loading
rack water
Facility/Permit Status:
Active; Renewal
County:
Mecklenburg
Miscellaneous
Receiving Stream:
UT to Paw Creek
Regional Office:
Mooresville
Stream Classification:
C
State Grid / USGS Quad:
F15SW/Mountain
Island Lake
303(d) Listed?
No
Permit Writer:
Dawn Jeffries
Subbasin:
03-08-34
Date:
May 24, 2005
Drainage Area (mi):
0.3
Lat. 36° 16' 37" N Long. 80° 56'06" W
Summer 7 10 (cfs)
0
Winter 7Q10 (cfs):
0
30 2 cfs
0
Average Flow cfs :
0.4
IWC (%):
100%
BACKGROUND
This facility is one of two in the Paw Creek area owned by Transmontaigne Terminaling, Inc. Effluent water
discharged from the outfall consists of stormwater from the secondary containment areas (around the individual tanks),
which flows to an oil water separator before being discharged. Loading rack water runs into a storage tank and is
pumped and hauled offsite for disposal.
FILE REVIEW
Correspondence
The Mecklenburg County Department of Environmental Protection (MCDEP) conducts annual inspections at
this facility as part of a cooperative working agreement between the county and DWQ. Inspection records (2003-2005)
indicate satisfactory ratings in all inspected areas. The facility has not received any notices of violation or enforcement
actions in the past permit term.
DMR Review:
DMRs were reviewed from April 2003 through March 2005. Discharges from 009 are sporadic in nature; the
mean flow for those months in which there was discharge was 0.096 MGD. The maximum flow (used below in the
reasonable potential calculations) was 0.165 MGD. Total suspended solids during this time averaged 5.26 mg/L with a
maximum of 14.2 mg/L. All oil and grease effluent sample concentrations were less than the detection level.
The permit requires monthly monitoring for BTEX, turbidity, and MTBE. These are addressed below in the
RPA section. The twice -annual EPA 624/625 scan revealed non -detects for all additional parameters of concern. The
facility has passed all its annual acute toxicity tests since the 2001 permit renewal.
Reasonable Potential Analysis:
Data were analyzed for benzene, xylene, toluene, ethyl benzene and turbidity. All levels for benzene, toluene,
xylene, and ethylbenzene were below detection level. The reasonable potential analysis for turbidity, however,
predicted a maximum effluent turbidity of 95.0 NTU, which is above the state standard of 50 NTU so the limit will
remain unchanged.
Fact Sheet
NPDES NCO021971
Renewal
Page I

PERMITTING STRATEGY
The permitting strategy for this and all oil terminals in the state is based upon a document entitled, "NPDES
Permitting Requirements for Discharges for Petroleum Bulk Storage, Surface Storage Greater than One Million
Gallons, 2005-Permitting Strategy Addendum." This document is based upon a 2001 SOP and has been updated after a
data review and internal discussions. It delineates monitoring frequencies and permitting limits for contaminants
commonly found at these sites. Below, it is referred to as the "2005 Permitting Strategy."
Oil Terminal SOP:
Requirements specified in the previous permit remain largely unchanged. Limits/monitoring for TSS and
turbidity will not be altered, but monitoring frequency for BTEX will be reduced to quarterly due to the lack of
detection of these constituents for the past two years. Also, MTBE requirements will be removed from the permit based
upon the 2005 permitting strategy. As per parts I.G. and I.H. of the 2001 SOP, there can be no direct discharge of tanks
solids, tank bottom water or the rag layer, and no direct discharge of hydrostatic test water if concentrations of benzene
and/or toluene exceed the water quality standard. Part H.C. lists a requirement specific to the Paw Creek terminals —
turbidity monitoring as mandated by the EPA.
SUMMARY OF PROPOSED CHANGES
Reduction of monitoring frequency from monthly to quarterly for benzene, toluene, ethylbenzene, and
xylene
• Monthly monitoring for naphthalene will be added based upon the 2005 permitting strategy
• Remove requirement for Method 625 scans based upon the 2005 permitting strategy
• Remove MTBE requirement per 2005 permitting strategy
PROPOSED SCHEDULE FOR PERMIT ISSUANCE
Draft Permit to Public Notice: July 20, 2005
Permit Scheduled to Issue: September 12, 2005
NPDES DIVISION CONTACT
If you have questions regarding any of the above information or on the attached permit, please contact Dawn Jeffries at
[phone] ext. 595.
NAME'L- Ited iDATE / 9 0
REGIONAL OFFICE COMMENTS IlV( O
SUPERVISOR: DATE
Fact Sheet
NPDES NCO021971
Renewal
Page 2

REASONABLE POTENTIAL ANALYSIS
Transmontaigne Terminal #2
NCO021971
TyraP boo
0
0. (MGD)
0.165
WWTP Class
0
7010S (da)
0
/WC (%) ® 7010S
100
701OW(rh)
0
®7Q10W
100
3M2 (Cis)
0
® 3002
100
Avg. Stream FlOw, CA (ds)
0.4
@ CA 39.001
Rec'ving Stream UT to Paw Creek
Stream Class C
Outfal 1001
Qw = 0.165 MGD
STANDARDS&
PARAMETER
TYPE
CRITERIA(2)
POL
Units
REASONABLE POTENTIAL RESULTS
RECOMMENDED ACTION
V
AV NCW09/ SF/
C W FA
!dt MW IFAb0s AWmCM
Itl
Turbidity
NC
W
ntu
19 19
95.0
Aw1B WA
-GeOriit / 501
—
``J
Benuna
L
1 ]
ugh
19 0
�.
0.5
Acute: WA
/T� L-___.___--.—.___
_
Cbrcnic-.--3 -
_-
EC A'Yf SIT '/D Q / n
Toluene
NC
11
u91L
19 0
0-5
Mute: WA
_ _
FR
_ _ A�_�____v__�___ L_______________
J.
_
Ch9rtic 11
� � t J�
,;&ccc an -1 f7 4Q7-k
Xylene
NC
TBO
u9ll
19 0
0.5
Awls: WA
�-—� ���Y •�
L_ — _ _
780
I�d"cc AN LI'j IM dTK
Eitiylbenv!re
NC
520
uyL
19 0
0.5
gale: WA
_ _ _
q
______ _� Yi�DL
�
___
Clepnk' S20
m* fD !A
MTSE
C
12
ugh.
19 S
40.9
A Ibx WA
.Chronic:
A-�Lf p��
___I_.�_`_. .__—_—_
31
Acute WA
24 0
7.9
-ra,;w,K-,a----
Tybe
----------------------------
aode: WA
0 0
WA
..... ---------------------------------
CommieType
Awta: WA
0 a
WA
Ch.l.:'eor® Type-_-_-_-_______-_-_-___--__-____
Mute: WA
0 0
WA
CI.onlc: 3mf®Type
MAW WA
0 0
WA
Cbronk: Sm®Ty
a
Mae: WA
0 0
WA
Corwic::rmr®Type
pale NIA
0 0
WA
Awl.: WA
0 0
WA
_Cnionw_undr®T
Acute. WA
0 0
WA
----- "-------------------------------------
Chronic
•Legend. •• Freshwater d.Mega
C = Ca/unogenlc
A == Nen-carc9nx7enrc
Aesllrelic
rya 001.x1s. rya
7/197t005

,61C0()---,)/61 -7 /
REASONABLE POTENTIAL ANALYSIS 0t4f4a DO/
Turbidity
Benzene
Date Data
BDL=1/2DL
Results
Date Data
BDL-112DL
Results
1
Feb-2005
14.0
14.0
Std Dev.
8.4703
1
Feb-2005
1
0.5
Std Dev.
0.0000
2
Jan-2005
3.1
3.1
Mean
12.0684
2
Jan-2005
1
0.5
Mean
0.5000
3
Dec-2004
12.9
12.9
C.V.
0.7019
3
Dec-2004
1
0.5
C.V.
0.0000
4
Nov-2004
6.1
6.1
n
19
4
Nov-2004
1
0.5
n
19
5
0ct-2004
17.0
17.0
5
Oct-2004
1
0.5
6
Sep-2004
3.6
3.6
Mutt Factor =
2.6400
6
Sep-2004
1
0.5
Mult Factor =
1.0000
7
Aug-2004
5.9
5.9
Max. Value
36.0 ntu
7
Aug-2004
1
0.5
Max. Value
0.5 ug4.
8
Jun-2004
22.5
22.5
Max. Fred Cw
95.0 ntu
8
Jun-2004
1
0.5
Max. Fred Cw
0.5 ugrL
9
May-2OD4
13.6
13.6
9
May-2004
1
0.5
10
Apr-2004
3.4
3A
10
Apr-2004
1
0.5
11
Mar-2004
18.6
18.6
11
Mar-2004
1
0.5
12
Jan-2004
9.8
9.6
12
Jan-2004
1
0.5
13
Nov-2003
5.7
57
13
Nov-2003
1
0.5
14
Oct-2003
11.5
11.5
14
Oct-2003
1
0.5
1�
15
SeP2003
21.8
21.8
15
Sep-2003
1
0.5
I�
V
16
Aug-2003
13.1
13.1
i, -1
16
Aug-2003
1
0.5
17
Jul-2003
4.1
4.1
/71`J
17
Jul-2003
1
0.5
18
19
Jun-2003
Apr-2003
36.0
6.6
36.0
6.6
16
^lt
(_
18
19
Jun-2003
Apr-2003
1
1
0.5
0.5
`
20
Q r
20
21
22
1 e/l'1J�
1
0
21
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
32
32
33
33
34
34
35
35
36
36
37
37
38
38
39
39
40
40
41
41
42
42
43
43
44
44
45
45
46
46
47
47
48
48
49
49
50
50
51
51
52
52
53
53
54
54
55
55
56
56
57
57
58
58
59
59
60
60
199
199
200
200
rpa 001.x15, data
- 1 - 5/16/2005

REASONABLE POTENTIAL ANALYSIS
Toluene
Xylene
Date Data
BDL-1/2DL
Results
Date Data
BDL-12DL
Results
1
Feb2005
1
0.5
Std Dev.
0.0000
1
Feb-2005
1
0.5
Std Dev.
0.0000
2
Jan-2005
1
0.5
Mean
0.5000
2
Jan-2005
1
0.5
Mean
0.5000
3
Dec-2004
1
0.5
C.V.
0.0000
3
Dec-2004
1
0.5
C.V.
0.0000
4
Nov-2D04
1
0.5
n
19
4
Nov-2004
1
0.5
n
19
5
Oct-2004
1
0.5
5
Oct-2004
1
0.5
6
Sep-2004
1
0.5
Mutt Factor =
1,0000
6
Sep-2004
1
0.5
Mult Factor =
1.0000
7
Aug-2004
1
0.5
Max. Value
0.5 ug/L
7
Aug-2004
1
0.5
Max. Value
0.5 ug/L
8
Jun-2004
1
0.5
Max. Fred Cw
0.5 ug/L
8
Jun-2004
1
0.5
Max. Fred Cw
0.5 ug/L
9
May-2004
1
0.50
9
May-2004
1
0.5
10
Apr-2004
1
0.50
10
Apr-2004
1
0.5
11
Mar-2004
1
0.50
11
Mar-2004
1
0.5
12
Jan-2004
1
0.50
12
Jan-2004
1
0.5
V
13
Nov-2003
1
0.50
13
Nov-2003
1
0.5
\
14
Oct-2003
1
0.50
14
Oct-2003
1
0.5
J�
15
Sep-2003
1
0.5D
\)
15
Sep4003
1
0.5
16
Aug-2003
1
0.50
16
Aug-2003
1
0.5
\
17
Jul-2003
1
0.50
YYY
17
Jul-2003
1
0.5�
18
Jun-2003
1
0.50\��.
18
Jun-2003
1
0.5
t
19
Apr-2003
1
0.50\/..
'
19
Apr-2003
1
0.5
20
20
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
32
32
33
33
34
34
35
35
36
36
37
37
38
38
39
39
40
40
41
41
42
42
43
43
44
44
45
45
46
46
47
47
48
48
49
49
50
50
51
51
52
52
53
53
54
54
55
55
56
56
57
57
58
58
59
59
60
60
199
199
200
200
rps 001.x1s, data
-2- 5/16/2005

REASONABLE POTENTIAL ANALYSIS
Ethylbenzene
MTBE
Date Data
BDL=112DL
Results
Date Data
BDL=112DL
Results
1
Feb-2005
1
0.5
Std Dev.
0.00D0
1
FetF2005
1
0.5
Std Dev.
2.2182
2
Jan-2005
1
0.5
Mean
0.5000
2
Jan-2005
5.6
5.6
Mean/
1,5579
3
Dec-2004
1
0.5
C.V.
0.0000
3
Dec-2004
1
0.5
Cm
1,4238
4
Nov-2004
1
0.5
n
19
4
Nov-2D04
1.2
1.2
19
5
Oct-2004
1
0.5
5
Oct-20D4
1
0.5",
6
Sep-2004
1
0.5
Mult Factor =
1.00D0
6
Sep,2D04
i
OS
Mult Factor =
5,0400
7
Aug-2004
1
0.5
Max. Value
0.5 uWL
7
Aug-2004
1
-0.5
Max. Value
8
Jun-2004
1
0.5
Max. Pred Cw
0.5 ug/L
8
Jun-2004
1
'� 0.5
Max. Pied Cw
40.8 ug1L
9
May-2004
1
0.5
9
May-2004
8.1
8.100
10
Apr-2D04
1
0.5
1D
Apr-2004
5.1
5.100
r�\�
11
Mar-2004
1
0.5
11
Mar-2004
1
0,500
�[. '
12
13
Jan-2004
Nev-2003
1
1
0.5
0.5
12
13
Jan-2D04
Nov-2003
3
0.500
2.600
14
15
Oct-2003
Sep-2oo3
1
1
0.5
0.5
"� /.
14
15
Oct-2003
Sep,2003
1
1
0.5
0.5
16
Aug-2003
1
0.5
16
Aug-2003
1
0.5
17
Jul-2003
1
0.5
17
Jul-2003
1
0.5
1�
18
Jun-2003
1
0.5
�,
18
Jun-2003
1
0.5
19
Apr-2003
1
0.5
1
19
Apr-
1
0.5
20
20
21
21
'
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
32
32
33
33
34
34
35
35
36
36
37
37
38
38
39
39
40
40
41
41
42
42
43
43
44
44
45
45
46
46
47
47
48
48
49
49
50
50
51
51
52
52
53
53
54
54
55
55
56
56
57
57
58
58
59
59
60
60
199
199
200
200
rpa 001 xls, data
-3- 5/16/2005

SOC PRIORITY PROJECT: Yes_ No X
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Attention: Carolyn Bryant
Date: January 7, 2005
NPDES STAFF REPORT AND RECOMMENDATION
County: Mecklenburg
Permit No. NCO021971
MRO No. 04-99
PART I - GENERAL INFORMATION
I . Facility and address: Transmontaigne Product Services, Inc.
Southeast Terminal
7401 Old Mount Holly Road
Charlotte, North Carolina 28214
2.
3.
4.
Date of investigation: 12-14-2004
Report prepared by: Samar Bou-Ghazale, Env. Engineer I
D
s JAN 1 1 2005
DENR - WATER OUALITY ,
POINT SOURCE BRANCH
Persons Contacted and Telephone Number: Mr. Keith Lewis, Terminal Manager, tellt (704)-
399-3371.
5. Directions to site: From the junction of NC Hwy 27 and SR 1691 (Old Mt. Holly Road),
travel east on SR 1691 approximately 0.4 mile. The terminal is located on the right side of
the road.
5
7
8.
Discharge point(s). List for all discharge points:
Latitude: 35' 16' 38" Longitude: 80' 55' 52"
Attach a U. S.G.S. map extract and indicate treatment facility site and discharge point on map.
USGS Quad No.: F 15 SW USGS Name: Mountain Island Lake, NC
Site size and expansion are consistent with application? Yes X No_ If No, explain:
Topography (relationship to flood plain included): Flat to moderate sloping; the WWT
Page 1

9. Location of nearest dwelling: The nearest dwelling is located approximately 500 feet from
the facility.
10. Receiving stream or affected surface waters: Unnamed tributary to Paw Creek
a. Classification: C
b. River Basin and Subbasin No.: Catawba and 03-08-34
C. Describe receiving stream features and pertinent downstream uses: The receiving
stream is a wet weather ditch. General "C" classification uses downstream.
PART H - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
a. Volume of wastewater to be permitted: Dependent on rainfall.
b. What is the current permitted capacity of the wastewater treatment facility? N/A .
C. Actual treatment capacity of the current facility (current design capacity)? N/A
d. Date(s) and construction activities allowed by previous Authorizations to
Construct issued in the previous two years: None.
e. Please provide a description of existing or substantially constructed wastewater
treatment facilities: The existing wastewater treatment facilities consist of an
oil/water separator located at the fuel receiving pipeline manifold, and a 10,000
gallon storage tank. The only drainage to surface waters originates from the
oil/water separator. The storage tank replaced an old oil/water separator that was
installed for the truck loading/unloading operation. Wastewater from the storage
tank is hauled offsite for disposal.
f. Please provide a description of proposed wastewater treatment facilities: N/A.
g. Possible toxic impacts to surface waters: Those typically associated with bulk
storage facilities.
h. Pretreatment Program (POTWs only): N/A.
2. Residuals handling and utilization/disposal scheme: Wastewater is pumped from
the storage tank as needed by Allied Energy Corp., (teltt 205-925-6600) and
transported to Birmingham, Alabama.
3. Treatment plant classification (attach completed rating sheet): No rating at this time.
Page 2

4. SIC Code(s): 5171 Primary: 39 Secondary: 73
Main Treatment Unit Code: 50000
PART III - OTHER PERTINENT INFORMATION
Is this facility being constructed with Construction Grant Funds or are any public monies
involved (municipals only)? N/A.
2. Special monitoring or limitations (including toxicity) requests: None.
Important SOC, JOC or Compliance Schedule dates: (please indicate) N/A.
4. Alternative Analysis Evaluation: Has the facility evaluated all of the non -discharge
options available. Please provide regional perspective for each option evaluated. N/A.
Air Quality and/or Groundwater concerns or hazardous materials utilized at this facility
that may impact water quality, air quality or groundwater? There are no groundwater
concerns. The facility stores a variety of fuel oil, typically associated with bulk storage
facilities, which if spilled could impact WQ, GW, and AQ.
PART IV - EVALUATION AND RECOMMENDATIONS
The Pemuttee, Transmontaigne Product Services, is requesting NPDES Permit renewal for the
discharge of treated wastewater. The wastewater is generated from the wastewater treatment
facility described in part II Le. The groundwater remediation system was taken out of service in
December 2001.
A review of the past year's self -monitoring data, from 11 /2003 through 10/2004, revealed no
violations.
It is recommended that the NPDES Permit be renewed as requested.
Z�v
Signature of Rep Preparer
Water Qua* Regional Supervisor
// 7/ CIS
Date
Page 3

iw-
0.1wYrinpMw/ICY � fuYl$uyply, Yn MnunJ
Certified Mail Return Receipt Requested
7099 3400 0009 6883 4662
September 21, 2004
Mr. Charles H. Weaver, Jr.
NC DENR / Water Quality / NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Renewal NPDES Application
TransMontaigne Product Services, Inc.
Charlotte / Paw Creek Terminal #2
NPDES Permit No. NCO021971
Dear Mr. Weaver:
Enclosed please find the original and 2 copies of the NPDES Permit Renewal Application for the
above NPDES permit.
If you have any questions, please call me at 770/518-3671.
cerely,
4aibara Castleberry
Environmental Coordinator
enclosures
copy: Terminal, w/attachment
200 Mansell Court East Phone: [phone]
Suite 600 Fax: [phone]
Roswell, GA 30076

6AOUA'C ✓A7,-k
�'LJEL W7/0N
I,Iscrf"GE-
,li lNnl�ftTE_S 7i��trH
1 S av7 GF S6TVlGF
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RR
001
i

SLUDGE MANAGEMENT PLAN
TransMontaigne Product Services, Inc.
Charlotte / Paw Creek Terminal #2
NCO021971
This facility has no routine sludge disposal. Normal maintenance of
aboveground storage tanks requires periodic cleaning and inspections
approximately once every ten (10) years. The cleaning process includes the
removal and disposal of any sludges that have accumulated. These sludges
are managed and disposed of as required based upon analysis performed at
the time of removal. The total amount of sludge generated by tank cleaning
operations is approximately 5,000 gallons per tank.
Barbara Castleberry
Environmental Coordinator
September 21, 2004