NC0005771_Permit (Issuance)_20050915

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit: NC0005771
Document Type: Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Speculative Limits
Report
Instream Assessment (f 7B)
Environmental Assessment (EA)
Permit
History
Document Date: September 15, 2005
This dQcszment is printed on rein paper--i�noxe a.ny
coa"nt on the re�errse side

t CtaO� WATFj9�G Michael F.Easley,Governor
` William G.Ross Jr.,Secretary
North Carolina Department of Environment and Natural Resources
to Alan W.Klimek,P.E.Director
Division of Water Quality
September 15, 2005
Ms. Barbara Castleberry
Environmental Coordinator
200 Mansell Court East,S-600
Roswell,Georgia 30076
Subject: Issuance of NPDES Permit NC0005771
TransMontaigne Prod. Services, Inc.
Charlotte Paw Creek Terminal#1
Mecklenburg County
Dear his. Castleberry:
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 the following changes from the draft permit sent to you on July 20,
2005:
• Based upon a re-evaluation of effluent data for toluene, the limit for toluene has been removed.
• Monitoring frequency for benzene,toluene,ethylbenzene, and xylene has been changed to
quarterly based upon consistent lack of detection of these parameters.
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 pernlits 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,
V ,
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
No hCarolina
Natutally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh,NC 27699-1617 Phone[phone] Customer Service
Internet: h2o.enrstate.mus 512 N.Salisbury St. Raleigh,NC 27604 FAX [phone] 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer—50°/Recycled110q Post Consumer Paper

1 '
Permit NC0005771
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION 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 #1
7615 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, 11, III and IV hereof.
This permit 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., Direct&
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0005771
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:
• grit removal
• oil/water separator
• detention ponds
The facility is located at the Charlotte/Paw Creek Terminal #1 at 7615 Old Mount Holy Road near
Charlotte in Mecklenburg County, and
2. Discharge stormwater and wash water from said treatment facility through Outfall 001 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.

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Permit NC0005771
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to
discharge from Outfall 001. Such discharges shall be limited and monitored by the Permittee as
specified below:
EFFLUENT, " ._ MI LITS l ,;„ �'' -MONITORING,'_ REQUIREMENTS` :'.
�-IN
bA
4
CHARACTERISTICS> �� Monthlyt � Daily c' '_Measurement " Sample° 'SampleLocation''
, : s_.. . :tx". ,.._ Avera e. x Maximum.- Fre uenc
Flowl i Episodic 1 Effluent
Total Suspended Solids 45.0 m Monthly Grab Effluent
Oil and Greasez Monthly Grab Effluent
Turbidity' Quarterly Grab Effluent
Benzene Quarterly Grab Effluent
Toluene Quarterly Grab Effluent
Ethyl Benzene Quarterly Grab Effluent
X lene Quarterly Grab Effluent
Naphthalene 4 Monthly Grab Effluent
Acute Toxicit 5 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 should be monitored with each discharge event in one of
four ways:
a) measure flow continuously;
b) calculate flow based on total rainfall per area draining to the outfail; exclude built-upon
area (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 togs.
2. Oil and Grease — Where possible, the grab sample for oil and grease should be skimmed from the
surface of a quiescent (calm water) 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 µg/l.

Permit NC0005771
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS .
SPECIAL CONDITIONS
A. (2.) ACUTE TOXICITY MONITORING (ANNUAL)
The Perniittee 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 NC0005771
A. (3.) RATIONAL EQUATION
The Rational Equation: Q=KuCIA, where:
Q = flow(peak flow rate (cfs or m3lsec)
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/fit On bttt Vogt
Thursday, July 28, 2005
Public Notice t Y=
b; State of North Carolina
h Environmental Management Coininission/NPDES.Unit ,
1617 Mail Service,Center
Raleigh NC 27699-1617 '
Notificad&of Intent to Issue a NPDES Wastewater Permit
h
On.the basis of tho staff.review and appfication of NC General statute
143 21r Public law 9 and`other fawfnl standards and regulations,the North'
CarolinL.a En vunnmental Management Commission proposes to issued National
P61
lutant4D scharge`Elunination System (NPDES) wastewater permit Eo the
peison(s)Lsted below effective 45 days from the publish date f this notice .
Written coirrments regarding the proposed permit will be'accepted until 30 days
rough
2 50D
after the-Publish'(atF 9. this notice All comments received prior to that date are
considered in the final detetrnuiatians regarding the.proposed permit'The
Director of;the NC'Dxvxsion of Water Quality may decideto'hold a public
rueetxng far the proposed permit should the Division receive a significant degree
.oflnteiest. �' -
Copies of the draft permit and ottier supporting information on file used io
c determine conditions present in thedraht eiinit are available upon request and
payment of the Costs.of reproduction: Mail comments'and/or requests;for a
informatiori to the NC Division of Water Quality at the above address or call the
Point Source Branch at :919 733-5083 extension 520"Please Include Ythe
.NPDES'permit number.(attached)'in".any communication: Interested persons.,
inay also visit the Division of Water Quality at 512 N Salisbury Street,Raleigh,
NC_27604=1i48:between-the�hours'of 8:00 aa.m and 5:D0 p.m: to'review_ the
inoormatiom pn file
Kinder Morian Southeast Tertrunals;ILLC in'Alpharetta,Georgia has applied for
renewal of`NPDES permit:'NC0004839,:-for.its;Kinder M_organ,Southeast"
Terminal-Charlotte Terminal 2 In Mecklenburg County:This perimtted:facxlity.
....- .
discharges,tieated storirrwater`ana',terneaiated.`ground:`water,.to.an,unnarn
tributary to:Long CrccOn,the Catawba River BasirL..Currentlyno parameters-
are aterquality limited This discharge may affect future:allocations-in this .
portion of the watershed
TraiisWntaigne`Product Se`iinces Inc in Roswell, Georgia has applied for
renewal of-NPDES permit NC0005771;for its'Charlotie/Paw Creek Terminal 41
in Mecklenburg County 77iis permitted facility discharges.treated storm water
and wash water to'an unnamed'tributary.to Paw Creek m the Catawba River
Basin Currently toluene is water-quality limited. Thin discharge may affect
future allocations m this portion of the_watershed
TransMontaigne.Product Services; Inc in Roswell Georgia has applied for '
renewal of NPDES permit NC0021971 fog its`Chariottekaw.Creek Terminal#2
iii Mecklenburg County This permitted facility discharges treated storm water '
to.an unnairied tribptary to Paw Creek'im the Catawba River Basin Currently, ,
turbidity is water•quality limited:This discharge may aff�ctfuture allocations in
s'portion of the watershed
Marathon Ashland Petroleum LLC in Findlay phio has applied for renewal of
NPDES peraut NC0D46213`for its Charlotte Terminal in-Mecklenburg County.
This permitted facility discharges treated storin.water town unnamed tribuiary
to L ong Creek m the Catawba River Basin Currently`�turbidity is_water-quality
limited This discharge may:affect,future allocatiots in;this portion of the

Draft Permit reviews(5)
Subject: Draft Permit reviews (5)
Date: Fri, 29 Jul 2005 15:15:25 -0400
From: John Giorgino <john.giorgino@ncmaiLnet>
To: Dawn Jeffries <Dawn.Jeffries @ncmail.net>
Hi Dawn, I have reviewed the following:
NC0003425 Roxboro Steam
NCO004839 Kinder Morgan Southeast
NC0005771 TransMontaigne
NCO021971 Charlotte Paw Creek
NCO046213 Marathon Ashland
I have no comments. Thanks for forwarding them.
John
John Giorgino
Environmental Biologist
North Carolina Division of Water Quality
Environmental Sciences Section
Aquatic Toxicology Unit
Failing 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

NC0005771 Charlotte#I
Subject: NCO005771 Charlotte#1
Date: Wed, 7 Sep 2005 15:48:53 -0400
From: [e-mail]
To: dawn.jeffries@ncmal].net
Dawn,
Has there been any decision on our request as outlined in the e-mail below?
Thank you.
Barbara Castleberry
----Forwarded by Barbara Castleberrylatlltmg on 09/07/2005 03:47 PM--
Barbara Castleberry/atlArng To
[e-mail]
07/29/2005 08:47 AM cc
Subject
NCO005771 Charlotte#1
Dawn,
As discussed yesterday, TransMontaigne has reviewed the draft NPDES permit for Charlotte#1 and makes the
following comments.
We request removal of the Toluene limit. Analytical results from sampling events for the years 2001, 2002, 2004, and
y-t-d 2005 have all been non-detect. During 2003, toluene was detected at 8.9 mg/i in March and at 8.0 mg/I in
December. We appreciate your review of the DMR data submitted for the current permit term and approve our request
for removal of the Toluene limit.
We also request that monitoring for Benzene, Toluene, Ethylbenzene, and Xylene be changed to Quarterly monitoring
as is written in the draft permit for our Charlotte#2 facility.
Should you have any questions, please contact me.
Thanks.
Barbara Castleberry
770/518-3671 (voice)
404/386-2342 (cell)
770/650-3329 (fax)
I of 1 9/7/2005 3:55 PM

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No.NC0005771
Facility..Information
Applicant/Facility Name: NCO005771 —Transmontaigne Terminaling Inc./Paw Creek#1
Applicant Address: Ms. Barbara Castleberry; 200 Mansell Court, Suite 600; Roswell, GA
Facility Address: 7615 Old Mount Holly Road; Charlotte,NC 28214
Permitted Flow 001 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:' F 15SW
303(d) Listed? No Permit Writer: Dawn Jeffries
Subbasin: 03-08-34 Date: 5/20/05
Drainage=Area(mi): 0.01
e�.
Summer 7Q 10(cfs) 0
Winter 7Q10(cfs):. 0
30Q2 (cfs) 0
Average Flow(cfs): 0
IWC (%):. 100%
Lat. 350 16'37"N Long. 80°56'06"W
BACKGROUND
This facility is one of two in the Paw Creek area owned by Transmontaigne Terminaling, Inc. Effluent
water discharged from the single outfall consists of runoff from the loading rack and stormwater from the
secondary containment areas (around the individual tanks). Loading rack water is run through grit screens and
an oil water separator. This water then flows into two retention ponds (where it combines with stormwater)and
is released from the second retention pond manually as needed.
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 indicate satisfactory ratings in all inspected areas. The facility has not received any notices
of violation in the past permit term.
DMR Review:
DMRs were reviewed from April 2003 through March 2005. Discharges are sporadic in nature; for
those months in which flow was recorded, the mean flow was 0.194 MGD. The maximum flow (used below in
the reasonable potential calculations) was 0.3 MGD. Total suspended solids during this time averaged 8.9
mg/L with a maximum of 22 mg/L. Monitoring for oil and grease showed all values less than the detection
level of 5 mg/L.
The permit requires monthly monitoring for BTEX and MTBE and quarterly monitoring for turbidity.
These are addressed below in the RPA section. The twice-annual EPA 624/625 scan revealed non-detects for
all additional parameters tested. The facility has passed all its annual acute toxicity tests since the 2001 permit
renewal.
Reasonable Potential Analysis:
Reasonable Potential Analyses were considered for turbidity and BTEX. Turbidity showed no
reasonable potential. All levels for Benzene, Xylene, Ethylbenzene were below detection level. All samples
for benzene were less than a detection level of 5 µg/L. However, with a detection level so high and a standard
Fact Sheet
NPDES NCO005771
Renc-%vul
Page l

G Z--/��
�� -b wao>7 , on� Q�
of I u L,-the data is not useful. Toluene {with e detection) slowed reasonable potential, with a predicted
entration of 15.4 µg/L to the allowable of 1 I ttg/L. Xylene and ethylbenzene were not detected above the
quantitation levels.
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 unchanged except for toluene, which showed
reasonable potential to exceed water quality standards and will be limited at I jig/L. 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 II.C. lists a requirement specific to the Paw Creek terminals —quarterly turbidity monitoring as
mandated by the EPA.
SUMMARY OF PROPOSED CHANGES
• Addition of toluene limit
• Remove requirement for Method 625 scans based upon 2005 permitting strategy.
• Add monthly monitoring requirement for naphthalene based upon 2005 permitting strategy.
• Remove MTBE monitoring based upon 2005 permitting strategy.
PROPOSED SCHEDULE FOR PERMIT ISSUANCE
Draft Permit to Public Notice: July 20, 2005
Permit Scheduled to Issue: September 12, 2005
NPDES DNISION CONTACT
If you have questions regarding any of the above information or on the attached permit, please contact Dawn
Jeffries at(919) 733-5083 ext. 595.
NAME: r DATE: 7-/9-D5
REGIONAL OFFICE COW WITS � d
r
73
NAME: _ DATE: Oki z? -y s
SUPERVISOR: DATE:
Fact Sheet
NPDES NCO005771
Renewal
Page 2

REASONABLE POTENTIAL ANALYSIS
Transmontaigne Terminal #1 Outfall 001
NCO005771 Qw= 0.3 MGD
Time Period 0
Ow(MGD) 0.3 WWTP Crass 0
701OS(cfs) 0 1WC(%)@ 701 OS 100
701 O W(cfs) 0 @ 7010W 100
3002(cfs) 0 @ 3002 100
Avg.Stream Flow,QA(cfs) 0 @.QA 100
Retiring Stream UT to Paw Creek Stream CrassC�—�
STANDARDS&
PARAMETER TYPE CRITERIA(2) POL Unitsn REASONABLE POTENTIAL RESULTS RECOMMENDED ACTION
(I) HC W03/ Yr FAY! �prt Mu Prod cW AN-15k C1
(Yank Acua'
Acute: NIA
Turbidity NC 50 nru 21 21 37.6 _ No RP.maintain monitoring
Chronic__— .—
Acute: NIA
Benzene C 12ug1L 22 0 3.2 _ jail
Acute: NIA Y�
Z°O3'� it L f
Toluene NC 11 ug1L 22 1 55.4 — — — �,— RPaw"sradd+m
Chronic: --17 — ----tb5- �
— o Ii 1— �ldprq*
Acute, NIA '0 0
Xylene NC 780 LwA 22 0 3,2 _ _ all BDL. �� (`Q� _Q(/�/�d
Chronic---7B0
Acute: N1A e
Ethylbenzene NC 520 uglL 22 0 32 Chronic 520 —a118OL_('P�1r jf����y�-'p���¢I��
MTBE C 12 ug1L 22 2 114.7 Acute: NIA
i Chronic: 12
Acute- N1A
24 0 _ r_—.—.—.—_—.—.—_—_—_—_—_—_—_—_—
&;Mc::ner®Type
- Acule- NIA
0 0 NlA _ _
Chronic�rrcr�Type _—_—_—_-_—_—_—_—_—_—_.....__—_—_
Acute: . NIA
0 a NIA
Chronic norQ-Type ----------------'--------------
Acme: N1A
0 0 NIA
Chronic :rror QType ------------------------------
Acute: NIA
0 0 NIA _—_—_—_—_—_—_—_—_—_—_—_—_—_—_—
ChroniC :rrm @-Type
Acute: N1A
0 0 NIA _ _ -------------_
Chronic_ ®:rrarType _—_—_—_—_—_—_—_—_
ACule: N!A
0 0 IWA
ChronicJnur®Type _—_—_—_—_—_—_—_—_—_— —.—•—_
Acute: N!A
0 0 NlA
Chronic-rror@Type-------------
ACUtot _NIA
0 0 NIA _ _ - - - - - -
Chronic -r;r� ype _—_—_—_—_—_—_—_—_—_
Legend: "Freshwater Discharge
C=Carcinogenic
NC=Non-carcinogenic
A=ABSthetiC
rpa 001.xts.rpa
711 812 0 0 5

REASONABLE POTENTIAL ANALYSIS
Turbidity Benzene
Date Data BDL=112DL Results Date Data BDL=1120L Results
I7Mar-2i105 6.T7 6,1 StdDev. 4.4197 1T Mar-2005 < 5 2.5 StdDev. 0.4264
2. Feb-2005 7.0' 7.0 Mean 8,2762 2; Feb-2005 < 5 2.5 Mean 2.4091
3 Jan-2005 5.2 5.2 C.V. 0.5340 3 Jan-2005 < 5' 2.5 C.V. 0.1770
4 Dec-2004 5.6 5,6 n 21 41, Dec-2004 < 5' 2.5 n 22
5, Nov-2004 4.9! 4.9 5j Nov-2004, < 5 2.5
6 Oct-2004 7.7' 7.7 Mult Factor= 2.0900 61 Oct-2004 < '5 2.5 Mult Factor= 1.2900
7, Sep-2004 11.0`• 11,0 Max.Value 18.0 ntu 7, Sep-2004 < 5, 2.5 Max.Value 2.5 ug1L
8; Aug-2004 17.0 17.0 Max.Prod Cw 37.6 ntu S. Aug-2004 < 5' 2.5 Max.Pred Cw 3.2 ug1L
9 Jul-2004 9.7 9.7 9f Jul-2004 < 5 2.5
10 Jun-2004 11.0 11.0 10 Jun-2004 a 5 2.5
11 May-2004 2.7' 2.7 11 May-2004 < 5 2.5
12 Apr-2004 3.2 3.2 12 Apr-2004 < 5 2.5
13. Feb-2004 6,0 6,0 13 Feb-2004 < 5 2.5
14 Dec-2003 6,7, 6.7 14f Dec-2003 < 5 2.5 7
15 Nov-2003 7.7 7.7 15: Nov-2003 < 5' 2.5 l UJ
16 Oct-2003 3.8, 18 16 Oct-2003 < 5' 2.5 vU'
17 Sep-2003 TZ 7.2 17' Sep-2003 5' 2.5
18 Aug-2003 16V 16.0 18 Aug-2003 c 5 2.5
19 Jul-2003 12.0� 12.0 19' Jul-2003 < 1 . 0.5
20 Jun-2003 18.01 18A 20. Jun-2003 < 5 Z5
21, May-2003 5.3' 5.3 21 i May-2003 < 5' 2.5
22, 22 Apr-2003 < 5 15
2 23;
24 24;
25 25,
26.' 26 rr ��
27 27
zs za.
29 291
30' 3 '
,
31 31,
32 32i
33 33
34 34'
35 35'
36 36'
37 37:
38 38;
39 39'
40 40'
41 41
42 42'
43 43
44 i 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
rpa 001.xis,data
-1 - 7/18/2005

REASONABLE POTENTIAL ANALYSIS
Toluene Xylene
Date Data BDL=1/2DL Results Date Data BDL=112DL Results
1, Mar-2005 < 5' 2.5 Std Dev. 1.2667 1'__Mar-2005 < --5' 2.5 Std Dev. 0.4264
2 Feb-2005 < 5! 2.5 Mean 2.6591 2! Feb-2005 < 5; 2.5 Mean 2.4091
3'. Jan-2005 < S.
2.5 C.V. 0.4764 31 Jan-2005 < 5i 2.5 C.V. 0.1770
4 DeG2004 < 5' 2.5 n 22 4: Dec-2004 < 5' 2.5 n 22
5, Nov-2004 < 51 2.5 5 Nov-2004 < 5 2.5
6 Oct-2004 < 5 2.5 Mult Factor= 1.9200 6' Oct-2004 < 5' 2.5 Mult Factor= 1.2900
7 Sep-2004 < 53 2.5 Max.Value 8.0 ugfL 7' Sep-2004 < 5 2.5 Max.Value 2.5 ug/L
& Aug-2004 < 5. 2.5 Max.Pred Cw 15.4 ugrL 8� Aug-2004 < 5' 2.5 Max.Pred Cw 3.2 ug/L
9 Jul-2004 < 5; 2,50 9, Jul-2004 < 5 2.5
10 Jun-2004 < 5 2.50 10 Jun-2004 < 5 2.5
11 May-2004 < 5' 2.50 11, May-2004 < 5 2.5
12 Apr-2004 < 5 2.50 12 Apr-2004 < 5 2.5
13 Feb-2004 < 5` 2.50 13 Feb-2004 < 5' 2.5
14 Dec-2003 8 8.00 14! Dec-2003 < 5' 2.5
15 Nov-2003 < 5 2.50 15 Nov-2003 < 5• 2.5
16 Oct-2003 < 5 2.50 16i Oct-2003 < 5 2.5
17 Sep-2003 < 5 2,50 17 Sep-2003 < 5 2.5
18 Aug-2003 < 5 2,50 18' Aug-2003 < 5 2.5
19 Jul-2003 < 1 ', 0.50 191 Jul-2003 < 1.0, 0.5
20 Jun-2003 c 5 2,50 20 Jun-2003 < 5.0 2.5
21 May-2003 < 5 2 50 21 May-2003 < 5.0 2.5
22 Apr-2003 < 5 2,50 `� 22' Apr-2003 < 5.0 2.5
-23 V'J 23
24� 24 ;
I25 1 / 25
26 26 i
27 27. j
28. /i 28
29 1A, 29
30,
3Oj 11,{�` J L 31'
32, NP 1 + 32
33, { O / �� 33
34 r 1W , 34.
35 V 35.
36 36
37 ' r' 371
38 38
39 «<!11 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
rpa 001.xis,data
-2- 7/18/2005

REASONABLE POTENTIAL ANALYSIS
Ethylbenzene MTBE
Date Data BDL=112DL Results Date Data BDL=1120L Results
1 Mar-2005 - c 5', 2.5 Std Dev, 0,4264 1 Mar-2005- < 5' 2.5 Std Dev. 5.2294
2' Feb-2005 5� 2.5 Mean 2.4091 21 Feb-2005 < 5' 2.5 Mean 3.8182
3' Jan-2005 < 5 2.5 C.V. 0.1770 3' Jan-2005 < 5 2.5 C.V. 1.3696
4. Dec-2004 < 5' 2.5 n 22 4. Dec-2004 < 5 2.5 n 22
5, Nov-2004 < 5 2.5 5 Nov-2004 < 5 2.5
6� Oct-2004 < 5� 2,5 Mult Factor= 1.2900 6 Oct-2004 < 5 2.5 Mult Factor= 4,4100
7 Sep-2004 c 5 2.5 Max.Vatue 75 ug/L 7i Sep-2004 < 5' 2.5 Max,Value 26.0 ugfl
8- Aug-2004 < 51 2.5 Max.Pred Cw 3.2 ug1L 8i Aug-2004 < 5 2.5 Max.Pred Cw 114.7 ugrL
9 Jul-2004 < 5' 2.5 9 Jul-2004 < 5 2.500
10 Jun-2004 < 5' 2.5 10 Jun-2004 < 5 2.500
11 May-2004 < 5. IS 11I May-2004 < 5 2.500
12' Apr-2004 < 5: 25 12'i Apr-2004 c 5' 2.500
13 Feb-2004 < 5 25 13 Feb-2004 < 5 2.500
14 Dec-2003 < 5' 2.5 14. Dec-2003 26 26.0
15: Nov-2003 < 5 2.5 15 Nov-2003 101 10.0
16 Oct-2003 < 5 2.5 16, Oct-2003 < 5, 2.5
17. Sep-2003 < 5 2.5 17' Sep-2003 c 5 2.5
18, Aug-2003 < 5 25 18' Aug-2003 < 5 2.5
19 Jul-2003 1 ' 0.5 19, Jul-2003 c 1 0.5
20 Jun-2003 < 5 2.5 20, Jun-2003 < 5' 2.5
21 May-2003 < 5, 2.5 21; May-2003 < 5, 2.5
22 Apr-2003 < 5 2.5 22' Apr-2003 < 5 2.5
23 231
24 241
25' 25;
26 2611
27 271
28' 28,
29 29',
30 30}
31 31+
32 32i
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 50I
51 51
52' 52
53 53
54 54
55 55
56' 56.
57 5758
58 _.
rpa 001.x1s,data
-3- 7/18/2005

SOC PRIORITY PROJECT: Yes No X
If Yes, SOC No. T
To: Permits and Engineering Unit
Water Quality Section
Attention: Carolyn Bryant
Date: January 31, 2005
NPDES STAFF REPORT AND RECOMMENDATION
County: Mecklenburg
Permit No. NCO005771
MRO No. 04-100
PART I- GENERAL INFORMATION
1. Facility and address: Transmontaigne Product Services, Inc.
Terminal# I 1
7615 Old Mount Holly Road F E$ 2 2005
Charlotte,North Carolina 28214
DENR - WATER QUALITY
2. Date of investigation: 12-14-2004 POINT SOURCE BRANCH
3. Report prepared by: Samar Bou-Ghazale, Env. Engineer I
4. Persons contacted and telephone number: Mr. George Lambert, Terminal Manager, tel#
(704)-399-8378.
5. Directions to site: From the junction of NC Hwy 27 and SR 1691 (Old Mt. Holly Road),
travel east on SR 1691 approximately 0.2 mile. The terminal is located on the right side of
the road.
6. Discharge point(s). List for all discharge points:
Latitude: 35' 16' 37" Longitude: 80° 56' 05"
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
7. Site size and expansion are consistent with application?Yes X No_ If No, explain:
8. Topography(relationship to flood plain included): Flat to moderate sloping;the WWT
facilities are not located within the 100 year flood plain.
Page 1

9. Location of nearest dwelling: The nearest dwelling is located approximately 1000 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
1. a. Volume of wastewater to be permitted: Dependent on rainfall.
b. What is the current permitted capacity of the wastewater treatment facility? NIA .
C. Actual treatment capacity of the current facility(current design capacity)? NIA
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 at the loading/unloading area followed by two settling basins in
series.
f. Please provide a description of proposed wastewater treatment facilities: NIA.
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., (tel#[phone]) and
transported to Birmingham, Alabama for disposal.
3. Treatment plant classification(attach completed rating sheet): No rating at this time.
4. SIC Code(s): 5171 Primary: 39 Secondary: 73
Main Treatment Unit Code: 53500
Page 2

PART III- OTHER PERTINENT INFORMATION
1. 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.
3. 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.
5. 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 Permittee, 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.
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.
Signature of Repoft Preparer
/a Z5� 4�
Water Quali 'Regional Supervisor
/J//vs
Date
Page 3

• L� � 'I
TRANsPloNTAIGNE INC.
OWM1ve+.np Anyri[a'Fyr!SNUVv.on Mmand
Certified Mail Return Receipt Requested
7099 3400 0009 6883 4679 -
September 21 2004
Mr. Charles H. Weaver, Jr.
> -1 `�� t-� r f •In :�• i,� f
NC DENR/Water Quality/NPDES Unit _•4 .�4t f
1617 Mail Service Center
Raleigh, NC 27699-1617 -fib ;
'. _. . Ou'tCf-E
-RA NCr 1:
Renewal NPDES Application
TransMontai ne Product Services Inc. _ =
Charlotte / Paw Creek Terminal #1
NPDES Permit No. NCO005771
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 770/5 18-3671.
4aicerely,
rbara Castleberry
Environmental Coordinator
enclosures
copy: Terminal, w/attachinent
200 Mansell Court East Phone: [phone]
Suite 600 Fax: [phone]
Roswell, GA 30076

SLUDGE MANAGEMENT PLAN
TransMontaigne Product Services, Inc.
Charlotte / Paw Creek Terminal #1
NC0005771
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 ap roximately 5,000 gallons per tank.
Barbara Castleberry
Environmental Coordinator
September 21 , 2004

j
1.
7j� w 00' •.pry M Oil 417 17'
OLL<N ;J ns Ar
MOLLY p 0 9
1 07 lj� OIL/WATER
l
4 ! v" SEPARATOR
ry.r
/ Y,soawl D.f ..,//r .nd
���
�203 B20I ow
Yi1w6
4202 8201 $205
ti
8206
/ 7 L-CO MD-,=
4
,fly LK.001 1
100
' TRANRIONTATGNE.
TERMINAL DRAINAGE PLAN '~ tlftw.rnoln,•./