NC0005185_Permit Issuance_20101214

NPDES DOCUHENT SCANNIN` COVER SHEET
NC0005185
NPDES Permit:
Document Type: (
Permit Issuance _!
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Speculative Limits
Staff Report
Instream Assessment
(67B)
Environmental Assessment (EA)
Permit
History
Document Date:
December 14, 2010
This document is printed on reuse paper - ignore any
content on the reYer-se Decide

Beverly Eaves Perdue
Governor
ArA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins Dee Freeman
Director Secretary
•
December 14, 2010
Chris M. Nelson, nvironmental Specialist
Magellan Midstre Partners, LP
PO Box 22186, 27-3
Tulsa, OK 74121-2186
Subject: Issuance of NPDES Permit NC0005185
Charlotte Terminal II — Grade I
7924 Mount Holly Road (Paw Creek)
Mecklenburg County
Dear Mr. Nelson:
The Division of Water Quality (the Division) hereby issues the attached NPDES permit for the subject
facility. We issue this permit pursuant to the requirements of North Carolina General Statute 143-
215.1 and the Me orandum of Agreement between North Carolina and the U.S. Environmental
Protection Agency dated October 15, 2007, or as subsequently amended.
The Division has made no substantive changes to your permit draft except to include stream -segment
and subbasin numbers to the Cover Page and Supplement to Cover Sheet.
If any parts, measurement frequencies, or sampling requirements contained in this permit are
unacceptable, you have the right to an adjudicatory hearing, upon written request submitted within
thirty (30) days after receiving this letter. Your request must take the form of a written petition
conforming to Chapter 150B of the North Carolina General Statutes, and you must file it with the
office of Administrative Hearings, 6714 Mail Service Center, Raleigh, North Carolina 27699-6714.
Unless such a demand is made, this permit shall be final and binding.
This permit is not transferable except after notifying the Division of Water Quality. The Division may
require permit modification, or revocation and re -issuance. Please note that this permit does not affect
your legal obligation to obtain other permits required by the Division of Water Quality, the Division of
Land Resources, the Coastal Area Management Act, or other federal or local governments.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Sa isbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623.6748
Internet: www.ncwaterquaiity.org
An Equal Opportunity 1 Affirmative Action Employer
NoRel'azolina
�tura!!y

If you have questions, or if we can further assist you, please contact Joe Corporon at
[ioe.corporon@a,ncdenr.gov] or call [phone].
Respectfully,
Colcen H. Sullins
(0�
Enclosure: NPDES Permit NC0005185 (FINAL)
]ic: Central Files
NPDES Program Files
MRO/SWPS, Attn: Samar Bou-Ghazale, Env Engineer
ec: DEH / MRO, Attn: Britt Setzer
DEH Mecklenburg County, Attn: Erin Hall, John McCulloch
Aquatic Toxicity Unit, Attn: Susan Meadows
CG&L Kim Colson
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: 919.80?--63001 FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity t Affirmative Action Employer
• NorthCarolina
Naturally

Permit NC0005185
STATE OF NORTH CAROLINA
D$PARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES)
In compliance wi h the provisions of North Carolina General Statute 143-215.1, other lawful standards
and regulati ns promulgated and adopted by the North Carolina Environmental Management
C . mmission, and the Federal Water Pollution Control Act, as amended,
Magellan Terminal Holdings, L. P.
is hereby authorized to discharge wastewater from outfalls located at the
Charlotte II Terminal
7924 Old Mt. Holly Road, Charlotte
Mecklenburg County
to receiving waters designated as an unnamed tributary to Long Creek in the Catawba River basin in
accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I,
It, III and IV here f.
This permit shall become effective January 1, 2011.
This permit and authorization to discharge shall expire at midnight on June 30, 2015.
Signed this day December 14, 2010.
�oleen H. Sullins, Director
'�"a1-Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0005185
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked, and as of this 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 described herein.
Magellan Terminal Holdings, L. P.
is hereby authorized to:
1. continue to operate a Water Pollution Control System consisting of
• oil/water separators (servicing stormwater runoff from fuel loading -rack areas),
• diked areas [secondary -containment for above -ground storage tanks (ASTs) with hydrocarbon
fuel capacity greater than one million gallons]
• manually -operated discharge valves (normally closed), a point source to discharge stormwater
and city water used for washing and/or hydrostatic testing);
• ethanol off-loading skid - secondary containment with drain and automated valve (point -source
discharge - activated in the event of product lost)
located at the Charlotte II Terminal, 7924 Old Mt. Holly Road, Charlotte, Mecklenburg County, and
2. discharge from said treatment works via Outfall 006, at a location specified on the attached map,
into an unnamed tributary to Long Creek [11-120-(2.5)], a waterbody classified as WS-IV, subbasin
03-08-34, within the Catawba River Basin.

Magellan Terminals Holdings, L.P.
Charlotte II Terminal
State Grid/Quad: F15SW / Mt. Island Lake, NC
Latitude: 35° 16' 59" N Longitude: 80° 56' 25"W
Receiving Stream: UT to Long Creek [11-120-(2.5)] Sub -Basin: 30834
Drainage Basin: Catawba River Basin Stream Class: WS-IV
Charlotte II Terminal
Outfall 006
(Flows west)
North
Facility Location
(not to scale)
NPDES Permit NC0005185
Mecklenburg County

Permit NC0005185
A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning on the
discharge from 0
specified below:
ffective date of the permit and lasting until expiration, the Permittee is authorized to
tfall 006. Such discharges shall be limited and monitored by the Permittee as
. _•
CS. .
• LIMITS
MONITORING
REQUIREMENTS
Sample
Type' .
Sample Location
• .
EFFLUENT.. ; :
CHARACTER'S
- ,
Monthly
Average
Daily
Maximum .
'Measurement
Frequency
[50050] Flow1
Episodic
1
Effluent
[00076] Turbidity21
50 NTU
Monthly
Grab
Effluent
[00530] Total Suspended
Solids
45.0 mg/L
Monthly
Grab
Effluent
[34694] Phenol
40 µg/L
Monthly
Grab
Effluent
[00556] Oil and Grease3
Monthly
Grab
Effluent
[34030] Benzene
Monthly
Grab
Effluent
[34010] Toluene
Monthly
Grab
Effluent
[34371] Ethyl Benzene
Monthly
Grab
Effluent
[815 51 ] Xylene
Monthly
Grab
Effluent
[34696] Naphthalepe
Monthly
Grab
Effluent
Quarterly
Grab
Effluent
[22417] MTBE4
[TAE6C] Acute Toxicity5
Annually
Grab
Effluent
Footnotes:
1. Flow — During p
indicating "No d;
iods of no flow, the Permittee shall submit a monthly Discharge Monitoring Report (DMR)
scharge." For each discharge event, flow shall be monitored in one of four ways:
a) measure flow continuously;
b) calculate flow based on total rainfall per area draining to the outfall; (this method of flow
measurement should not be used for facilities with large runoff -collection ponds);
• c) estimate flow at 20-minute intervals during the entire discharge event; or
d) report flow based on discharge pump logs.
2. Turbidity — Efflent 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.
3. Oil and Grease r Where possible, the grab sample for oil and grease should be skimmed from the
surface of a quie
4. MTBE - Please
5. Acute Toxicity
shall be collectei
Units:
scent (calm water) zone.
gee Part A.(3) for other requirements relating to MTBE.
Fathead Minnow, 24-hour), Annual [see Special Condition A.(2)]. Samples for Acute Toxicity
l concurrent with BTEX sampling.
mg/L= milligrams per liter µg/L = micrograms per liter
• There sha l be no discharge of floating solids or foam visible in other than trace amounts.
• There sha}1 be no direct discharge of tank solids, tank bottom water, or the rag layer.
• Followin hydrostatic tank or pipe testing, the Permittee shall discharge no wastes
containin benzene concentrations greater than 1.19 µg/L, nor toluene concentrations
greater th 11 µg/1.

Permit NC0005185
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.
A. (3) MTBE - SPECIAL CONDITION
For the protection of public health, petroleum bulk -storage terminals that discharge to waters
classified as water supply (WS waters) will adhere to an action plan for Methyl Tertiary Butyl Either
(MTBE). Based on previous analyses, MTBE was not detected at this facility. The Division has
therefore relaxed the monitoring -frequency from Monthly to Quarterly for this renewal. If the
Permittee detects MTBE, the monitoring frequency shall immediately revert to Monthly and the
Permittee shall submit to the Division an MTBE Action Plan to.identify the sources of MTBE
contamination.

Beverly Eaves Perdue
Governor
ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
Dee Freeman
Secretary
December 13, 2010
MEMORANDUM
To: Britt Setzer, Division of Environmental Health (DEH)
Mooresville Regional Office
From: Joe R. Corporon, L.G.
DWQ/NPDES
Subject: Review of discharge to waters classified WS-IV
Existing Stormwater Pollution Prevention System for
Petroleum Fuel -Hydrocarbon Bulk Storage Terminal
Magellan Terminals Holdings, LP — Charlotte Terminal 2
7924 Mount Holly Road, Charlotte, NC
Nc0005185
M cklenburg County
Please provide your comments.
RESPONSE:
Signed:
cc: file
I have reviewed the draft permit and determined that the proposed discharge is not located
sufficiently close to any existing or known proposed public water supply intake so as to create an
adverse effect on water quality. The DEH concurs with the issuance of this permit provided the
Permittee properly operates and maintains the facility; the Permittee meets the stated effluent limits
prior to discharge; and the discharge does not contravene the designated water quality standards.
I conch with issuance of the above permit provided the following conditions are met:
I opp se the issuance of the above permit based on reasons stated below, or attached:
Or
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal opportunity 1 Affirmative Action Employer
Date:
DEC 1 72010
I
NorthC ling
Naturally
C'i', l.iiY

Corporon, Joe
To: Nelson, Chris
Subject: RE: Magellan Draft NPDES Permit - NC0005185
Attachments: 05185 Expedited Fact Sheet - Oct2010.doc; 05185 Magellan RPA 2010.xlsm
From: Nelson, Chris[mailto:[e-mail]
Sent: Tuesday, October 19, 2010 10:29 AM
To: Corporon, Joe
Cc: Nelson, Chris
Subject: Magellan Draft NPDES Permit - NC0005185
Mr. Corporon,
I left a message with you yesterday, but wanted to follow up with an email. The reference documents on the cover
letter of the draft permit regarding the fact sheet and RPA database were not in the package that I received. I would like
to review this information to ensure that the agencies assumptions are correct. Please send either by mail or email the
referenced documents at your earliest convenience. Thanks!
Chris M. Nelson
Magellan Midstream Partners, LP
Environmental Specialist
Office [phone] I Cell [phone] Fax [phone]
Please consider the environment before printing this e-mail.
s � 1 - . 1 _
S
bker 5Warrt-
T;i3sev-Oq
12,
1

North Carolina ) ss
Mecklenburg County)
The Charlotte Observer Publishing Co.
Charlotte, NC
Affidavit of Publication
THE CHARLOTTE OBSERVER
DINA SPRINKLE
NCDENR/DWQ/POINT SOURCE BRANCH
1617 MAIL SERVICE CENTER
RALEIGH NC 27699
REFERENCE: 30063432
6512144 Public Notice
Before the undersigned, a Notary Public of said
County and State, duly authorized to administer
oaths affirmations, etc., personally appeared,
being duly sworn or affirmed according to law,
doth depose and say that he/she is a
representative of The Charlotte Observer
Publishing Company, a corporation organized and
doing business under the laws of the State of
Delaware, and publishing a newspaper known as The
Charlotte Observer in the city of Charlotte,
County of Mecklenburg, and State of North Carolina
and that as such he/she is familiar with the
books, records, files, and business of said
Corporation and by reference to the files of said
publication, the attached advertisement was
inserted. The following is correctly copied from
the books and files of the aforesaid Corporation
and Publication.
PUBLISHED ON: 10/16
AD SPACE:
FILED ON
NAME:
54 LINE
10/21/10
In Testimony Whereof I have hereunto
day and year aforesaid.
1)11
TITLE:
DATE:
set my hand and affixed my seal, the
Public Notice
North Carolina Environmental Management Commission/
NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Notice of Intent to Issue a NPDES Wastewater Permit
The North Carolina Environmental Management Commission
proposes to Issue a NPDES wastewater discharge permit to the
person(s) listed below.
Written comments regarding the proposed permit will be
accepted until 30 days after the publish date of this notice.
The Director of the NC Division of Water Quality (DWQ) may hold
a public hearing should them he a significant degree o) public
Interest. Please mall comments and/or information requests to
DWQ at the above address, Interested persons may visit the DWQ
at 512 N. Salisbury Street, Raleigh. NC to review information on
file. Additional Infonnatbn on NPDES permits and this notice
may be found on our webslte: frttp:/lportalncdenr.org/web/
wgrswp/pslnpdes/calendar, or by calling [phone].
Magellan . Charlotte Terminal II of Paw Creek, Mecklenburg
County, has applied to renew NPDES permit NC00051B5
discharging to a UT of long Crook, Catawba River Basin, Phenol,
Turbidity, and TSS are wator•quality Ilinited.
1,6512144
My Commission Expires May 17, 2011
Commission Expires: _/_/_

FACT SHEET FOR EXPEDITED PERMIT RENEWALS
For permits not requiring full Fact Sheets
Expedited permits are generally simple (e.g., schools, mobile home parks, bulk -fuel storage
facilities, etc) that can be administratively renewed with minor changes; may also include permits
with Special Conditions, 303(d)-listed water, toxicity testing, instream monitoring, or compliance
concerns.
Basic Information
Permit Writer/Date
Joe Corporon / 080ct2011
Permit Number
NC0005 185
Facility Name
Magellan Char o e - 1 nal II [bulk fuel storage]
Regional Office / Contact
MRO / Samar Bou-G . le, Env. Engineer
Basin Name/Sub-basin number
Catawba / 030834
Receiving Stream
UT to Long Creek , zero -flow conditions]
Stream Classification in Permit
WS-IV
Does permit need Daily Max NH3limits?
No (controlled, point -source release of potential
product -contact stormwater only)
Does permit need TRC limits/language?
No. Permittee does not disinfect.
Does permit have toxicity testing?
Yes (see attach tox data summary — all "pass")
Does permit! have Special Conditions?
Yes - MTBE
Does permit have instream monitoring?
No
Is the stream impaired (on 303(d) list)?
For what parameter?
No
Any obvious
compliance concerns?
No — effluent data evaluated in accord with DWQ's
Bulk Terminal Guidance 2005 - no changers to
permit limits or monitoring.
Any permit
mods since last permit?
Yes — installed ethanol off-loading skid; no
additional monitor per Jeff Poupart; automated
control -valve (normally open) adjacent to Outfall
006 activates (closes) only for spill event.
Current expiration date
June 30, 2010
New expiration date
June 30, 2015
Comments received on Draft Permit?
Yes No If Yes, discuss response with Supervisor
Staff Repotjt from Samar Bou-Ghazale, dated February 3, 2010.
It is the Di sion of Water Quality's best professional judgment (BPJ) that the parameter ethanol
requires no dditional monitoring
Expedited Language:
• Include "zero -flow stream
• TRC language - Not Applicable
BIMS Compliance Download: only one violation in the past three years (Jan2007-Sep2010);
NOV issued for phenol (see attached).
[via BIMS
ueries>Reports>Violations>Monitor Report Violations>Limit Violations]

REASONABLE POTENTIAL ANALYSIS
Magellan - Charlotte II
NC0005185
Time Period Jaft290641un2010
Ow (MGD)
7010S (cfs) '
7010W (cfs)
3002 (cis) 0
Avg. Stream Flow, OA (cfs) 0
Rec'ving Stream Long Creek
0
4c l'AG
WWTP Class I
!WC (%) @ 7010S 100
@ 7010W 100
@ 3002 100
@ CA 100
Stream Class WS-IV
Outfall 6
Qw = 1.45 MGD
1 R1PA assume:: rr axi num reports t o v during Ili
PARAMETER
TYPE
(I)
STANDARDS &
CRITERIA (2)
POL
Units
REASONABLE POTENTIAL RESULTS
RECOMMENDED ACTION
NC WQSI li FAV l
Chronic Acura
n :Qet. Max Pred Cw Allowable Cw
Benzene
C
1.19
1
ug/L
48 0
Acute: N/A
3
Chronic: 1
PARAMETER NOT DETECTED
Continue monitoring per NC policy -No changes to permit
Toluene
NC
11
1
ug/L
48 0
Acute: N/A
3
Chronic: 11
PARAMETER NOT DETECTED
Continue monitoring per NC policy -No changes to permit
Ethylbenzene
NC
97
2
ug/L
48 0
3
I Acute: N/A
T Chronic: 97
PARAMETER NOT DETECTED
Continue monitoring per NC policy -No changes to permit
Xylene
NC
670
2
ug/L
48 0
3
Acute: N/A
Chronic: 670
PARAMETER NOT DETECTED
Continue monitoring per NC policy -No changes to permit
Naphthalene
NC
330
2
ug/L
48 0
4
Acute: N/A
Chronic: 330
PARAMETER NOT DETECTED
Continue monitoring per NC policy -No changes to permit
Oil & Grease
NC
20
mg/L
48 3
53,944
Acute: N/A
Chronic: 20
RP=YES
RP=YES - RETAIN PERMIT MONITORING
Turbidity
NC
50
ntu
44 44
88
Acute: N/A
Chronic: 50
RP=YES Retain Permit limit
Continue monitoring per NC policy -No changes to permit
Total Suspended
Solids
NC
45
mg/L
33 23
89
Acute: N/A
Chronic: 45
RP=YES Retain Permit limit
Continue monitoring per NC policy -No changes to permit
MTBE
NC
19
1
48 0
Acute: N/A
3
Chronic: 19
_ _ _ _
PARAMETER NOT DETECTED
Continue monitoring per NC policy -No changes to permit
Phenol
A
1 N
10
ug/L
47 5
377
Acute: N/A
Chronic: 1
RP=YES Retain Permit limit
Continue monitoring per NC policy -No changes to permit
'Legend:
C = Carcinogenic
NC = Non -carcinogenic
A = Aesthetic
Freshwater Discharge
05185 Magellan RP 2010, rpa
10/12/2010

Table 1. Project Information
Facility Name
WWTP Grade
NPDES Permit
Outfall
Flow, Qw (MGD)
Receiving Stream
Stream Class
7Q10s (cfs)
7Q10w (cfs)
30Q2 (cfs)
QA (cfs)
Time Period
Data Source(s)
--Magellan - Charlotte II
I
NC0005185
6
1.5
Long Creek
WS-IV
0.0
0.0
0.0
0.0
Jan2006-Jun2010
Table 2. Parameters of Concern
Par01
Par02
Par03
Pa r04
Par05
Par06
Par07
Par08
Par09
Par10
Par11
Par12
Par13
Par14
Par15
Name
Type Chronic Modifier Acute PQL Units
—Benzene
—
—G-
1719-
1
ug/L
Toluene
NC
11
1
ug/L
Ethylbenzene
NC
97
2
ug/L
Xylene
NC
670
2
ug/L
Naphthalene
NC
330
2
ug/L
Oil & Grease
NC
20
mg/L
Turbidity
NC
50
ntu
Total Suspended
Solids
NC
45
mg/L
MTBE
NC
19
1.0
Phenol
A
1
N
10
ug/L
05185 Magellan RP 2010, input
10/12/2010

REASONABLE POTENTIAL ANALYSIS
Benzene
Toluene
Date
Data
BDL=1/2DL
Results
Date
Data
BDL=1/2DL
Results
1
2006
<
5.
2.5
Std Dev.
0.0000
1
2006
<
5.
2.5
Std Dev.
0.0000
2
2006
<
5.
2.5
Mean
2.5000
2
2006
<
5.
2.5
Mean
2.5000
3
2006
<
5.
2.5
C.V.
0.0000
3
2006
<
5.
2.5
C.V.
0.0000
4
2006
<
5.
2.5
n
48
4
2006
<
5.
2.5
n
48
5
2006
<
5.
2.5
5
2006
<
5.
2.5
6
2006
<
5.
2.5
Mult Factor =
1.0000
6
2006
<
5.
2.5
Mult Factor =
1.0000
7
2006
<
5.
2.5
Max. Value
2.5 ug/L
7
2006
<
5.
2.5
Max. Value
2.5 ug/L
8
2006
<
5.
2.5
Max. Pred Cw
2.5 ug/L
8
2006
<
5.
2.5
Max. Pred Cw
2.5 ug/L
9
2007
<
5.
2.5
9
2007
<
5.
2.5
10
2007
<
5.
2.5
10
2007
<
5.
2.5
11
2007
<
5.
2.5
11
2007
<
5.
2.5
12
2007
<
5.
2.5
12
2007
<
5.
2.5
13
2007
<
5.
2.5
13
2007
<
5.
2.5
14
2007
<
5.
2.5
14
2007
<
5.
2.5
15
2007
<
5.
2.5
15
2007
<
5.
2.5
16
2007
<
5.
2.5
16
2007
<
5.
2.5
17
2007
<
5.
2.5
17
2007
<
5.
2.5
18
2007
<
5.
2.5
18
2007
<
5.
2.5
19
2007
<.
5.
2.5
19
2007
<
5.
2.5
20
2007
5.
2.5
20
2007
<
5.
2.5
21
2008
5.
2.5
21
2008
<
5.
2.5
22
2008
<.
5.
2.5
22
2008
<
5.
2.5
23
2008
<
5.
2.5
23
2008
<
5.
2.5
24
2008
<
5.
2.5
24
2008
<
5.
2.5
25
2008
<
5.
2.5
25
2008
<
5.
2.5
26
2008
<
5.
2.5
26
2008
<
5.
2.5
27
2008
<
5.
2.5
27
2008
<
5.
2.5
28
2008
<
5.
2.5
28
2008
<
5.
2.5
29
2008
<
5.
2.5
29
2008
<
5.
2.5
30
2008
<
5.
2.5
30
2008
<
5.
2.5
31
2008
<
5.
2.5
31
2008
<
5.
2.5
32
2008
<
5.
2.5
32
2008
<
5.
2.5
33
2009
<
5.
2.5
33
2009
<
5.
2.5
34
2009
<
5.
2.5
34
2009
<
5.
2.5
35
2009
<
5.
2.5
35
2009
<
5.
2.5
36
2009
<
5.
2.5
36
2009
<
5.
2.5
37
2009
<
5.
2.5
37
2009
<
5.
2.5
38
2009
<
5.
2.5
38
2009
<
5.
2.5
39
2009
<
5.
2.5
39
2009
<
5.
2.5
40
2009
<
5.
2.5
40
2009
<
5.
2.5
41
2009
<
5.
2.5
41
2009
<
5.
2.5
42
2009
<
5.
2.5
42
2009
<
5.
2.5
43
2010
<
5.
2.5
43
2010
<
5.
2.5
44
2010
<
5.
2.5
44
2010
<
5.
2.5
45
2010
<
5.
2.5
45
2010
<
5.
2.5
46
2010
<
5.
2.5
46
2010
<
5.
2.5
47
2010
<
5.
2.5
47
2010
<
5.
2.5
48
2010
<
5.
2.5
48
2010
<
5.
2.5
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
-1-
05185 Magellan RP 2010, data
10/12/2010

REASONABLE POTENTIAL ANALYSIS
Ethylbenzene
Xylene
Date
Data
BDL=1/2DL
Results
Date
Data
BDL=1/2DL
Results
1
2006
<
5.
2.5
Std Dev.
0
1
2006
<
5.
2.5
Std Dev.
0
2
2006
<
5.
2.5
Mean
3
2
2006
<
5.
2.5
Mean
3
3
2006
<
5.
2.5
C.V.
0
3
2006
<
5.
2.5
C.V.
0
4
2006
<
5.
2.5
n
48
4
2006
<
5.
2.5
n
48
5
2006
<
5.
2.5
5
2006
<
5.
2.5
6
2006
<
5.
2.5
Mult Factor =
1.0000
6
2006
<
5.
2.5
Mult Factor =
1
7
2006
<
5.
2.5
Max. Value
2.5 ug/L
7
2006
<
5.
2.5
Max. Value
2.5 ug/L
8
2006
<
5.
2.5
Max. Pred Cw
2.5 ug/L
8
2006
<
5.
2.5
Max. Pred Cw
2.5 ug/L
9
2007
<
5.
2.50
9
2007
<
5.
2.5
10
2007
<
5.
2.50
10
2007
<
5.
2.5
11
2007
<
5.
2.50
11
2007
<
5.
2.5
12
2007
<
5.
2.50
12
2007
<
5.
2.5
13
2007
<
5.
2.50
13
2007
<
5,
2.5
14
2007
<
5.
2.50
14
2007
<
5,
2.5
15
2007
<
5.
2.50
15
2007
<
5.
2.5
16
2007
<
5.
2.50
16
2007
<
5.
2.5
17
2007
<
5.
2.50
17
2007
<
5.
2.5
18
2007
<
5.
2.50
18
2007
<
5.
2.5
19
2007
<
5.
2.50
19
2007
<
5.
2.5
20
2007
<
5.
2.50
20
2007
<
5.
2.5
21
2008
<
5.
2.50
21
2008
<
5.
2.5
22
2008
<
5.
2.50
22
2008
<
5.
2.5
23
2008
<
5.
2.50
23
2008
<
5.
2.5
24
2008
<
5.
2.50
24
2008
<
5.
2.5
25
2008
<
5.
2.50
25
2008
<
5.
2.5
26
2008
<
5.
2.50
26
2008
<
5.
2.5
27
2008
<
5.
2.50
27
2008
<
5.
2.5
28
2008
<
5.
2.50
28
2008
<
5.
2.5
29
2008
<
5,
2.50
29
2008
<
5.
2.5
30
2008
<
5.
2.50
30
2008
<
5.
2.5
31
2008
<
5.
2.50
31
2008
<
5.
2.5
32
2008
<
5.
2.50
32
2008
<
5.
2.5
33
2009
<
5.
2.50
33
2009
<
5.
2.5
34
2009
<
5.
2.50
34
2009
<
5.
2.5
35
2009
<
5.
2.50
35
2009
<
5.
2.5
36
2009
<
5.
2.50
36
2009
<
5.
2.5
37
2009
<
5.
2.50
37
2009
<
5.
2.5
38
2009
<
5.
2.50
38
2009
<
5.
2.5
39
2009
<
5.
2.50
39
2009
<
5.
2.5
40
2009
<
5.
2.50
40
2009
<
5.
2.5
41
2009
<
5.
2.50
41
2009
<
5.
2.5
42
2009
<
5.
2.50
42
2009
<
5.
2.5
43
2010
<
5.
2.50
43
2010
<
5.
2.5
44
2010
<
5.
2.50
44
2010
<
5.
2.5
45
2010
<
5.
2.50
45
2010
<
5.
2.5
46
2010
<
5.
2.50
46
2010
<
5.
2.5
47
2010
<
5.
2.50
47
2010
<
5.
2.5
48
2010
<
5.
2.50
48
2010
<
5.
2.5
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
-2-
05185 Magellan RP 2010, data
10/12/2010

REASONABLE POTENTIAL ANALYSIS
Naphthalene
Oil & Grease
Date
Data
BDL=1/2DL
Results
Date
Data
BDL=1/2DL
Results
1
2006
<
2
1.0
Std Dev.
0.7026
1
< 5.
2.5
Std Dev.
278
2
2006
<
2
1.0
Mean
2.0313
2
< 5.
2.5
Mean
44
3
2006
<
2
1.0
C.V.
0.3459
3
< 5.
2.5
C.V.
6.3
4
2006
<
2
1.0
n
48
4
< 5.
2.5
n
48
5
2006
<
2
1.0
5
< 5.
2.5
6
2006
<
2
1.0
Mult Factor =
1.4000
6
< 5.
2.5
Mult Factor =
28
7
2006
<
2
1.0
Max. Value
2.5 ug/L
7
16.
16.0
Max. Value
1930 mg/L
8
2006
<
2
1.0
Max. Pred Cw
3.5 ug/L
8
< 5.
2.5
Max. Pred Cw
53944 mg/L
9
2007
<
2
1.0
9
< 5.
2.500
10
2007
<
2
1.0
10
< 5.
2.500
11
2007
<
2
1.0
11
< 5.
2.500
12
2007
<
2
1.0
12
< 5.
2.500
13
2007
<
2
1.0
13
< 5.
2.500
14
2007
<
2
1.0
14
< 5.
2.5
15
2007
<
2
1.0
15
< 5.
2.5
16
2007
<
5.
2.5
16
< 5.
2.5
17
2007
<
5.
2.5
17
< 5.
2.5
18
2007
<
5.
2.5
18
< 5.
2.5
19
2007
<
5.
2.5
19
< 5.
2.5
20
2007
<
5.
2.5
20
< 5.
2.5
21
2008
<
5.
2.5
21
< 5.
2.5
22
2008
<
5.
2.5
22
< 5.
2.5
23
2008
<
5.
2.5
23
< 5.
2.5
24
2008
<
5.
2.5
24
< 5.
2.5
25
2008
<
5.
2.5
25
< 5.
2.5
26
2008
<
5.
2.5
26
77.2
77.2
27
2008
<
5.
2.5
27
< 5.
2.5
28
2008
<
5.
2.5
28
< 5.
2.5
29
2008
<
5.
2.5
29
< 5.
2.5
30
2008
<
5.
2.5
30
< 5,
2.5
31
2008
<
5.
2.5
31
< 5,
2.5
32
2008
<
5.
2.5
32
1930.
1930
33
2009
<
5.
2.5
33
< 5.
2.5
34
2009
<
5.
2.5
34
< 5.
2.5
35
2009
<
5.
2.5
35
< 5.
2.5
36
2009
<
5.
2.5
36
< 5.
2.5
37
2009
<
5.
2.5
37
< 5.
2.5
38
2009
<
5.
2.5
38
< 5.
2.5
39
2009
<
5.
2.5
39
< 5.
2.5
40
2009
<
5.
2.5
40
< 5,
2.5
41
2009
<
5.
2.5
41
< 5.
2.5
42
2009
<
5.
2.5
42
< 5.
2.5
43
2010
<
5.
2.5
43
< 5.
2.5
44
2010
<
5.
2.5
44
< 5.
2.5
45
2010
<
5.
2.5
45
< 5.
2.5
46
2010
<
5.
2.5
46
< 5,
2.5
47
2010
<
5.
2.5
47
< 5.
2.5
48
2010
<
5.
2.5
48
< 5,
2.5
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
-3-
05185 Magellan RP 2010, data
10/12/2010

REASONABLE POTENTIAL ANALYSIS
Turbidity
Total Suspended Solids
Date
Data
BDL=1/2DL
Results
Date
Data
BDL=1/2DL
Results
1
2006
10.
10.0
Std Dev.
9
1
2006
<
1
0.5
Std Dev.
6.2
2
2006
1.1
1.1
Mean
10
2
2006
28.
28.0
Mean
5.0
3
2006
C.V.
1
3
2006
<
1
0.5
C.V.
1.2
4
2006
8.4
8.4
n
44
4
2006
<
1
0.5
n
33
5
2006
5
2006
3.9
3.9
6
2006
3.4
3.4
MuIt Factor =
2.3
6
2006
<
1.1
0.6
Mult Factor =
3.2
7
2006
2.6
2.6
Max. Value
38 ntu
7
2006
1.4
1.4
Max. Value
28 mg/L
8
2007
2.
2.0
Max. Pred Cw
88 ntu
8
2006
<
1
0.5
Max. Pred Cw
89 mg/L.
9
2007
2.6
2.6
9
2007
2.5
2.5
10
2007
6.6
6.6
10
2007
<
3.3
1.7
11
2007
13.
13.0
11
2007
<
20
10.0
12
2007
3.2
3.2
12
2007
5.1
5.1
13
2007
1.4
1.4
13
2007
<
1
0.5
14
2007
14
2007
3.3
3.3
15
2007
4.
4.0
15
2007
<
3.3
1.7
16
2007
4.2
4.2
16
2007
<
3.3
1.7
17
2007
17.
17.0
17
2007
4.7
4.7
18
2007
26.
26.0
18
2007
5.5
5.5
19
2007
17.
17.0
19
2007
7.3
7.3
20
2008
38.
38.0
20
2007
1.9
1.9
21
2008
19.
19.0
21
2008
16.5
16.5
22
2008
36.
36.0
22
2008
5.
5.0
23
2008
9.7
9.7
23
2008
11.5
11.5
24
2008
7.4
7.4
24
2008
10.
10.0
25
2008
2.9
2.9
25
2008
3.3
3.3
26
2008
3.4
3.4
26
2008
1.1
1.1
27
2008
6.
6.0
27
2008
1.
1.0
28
2008
4.
4.0
28
2008
3.3
3.3
29
2008
10.
10.0
29
2008
20.
20.0
30
2008
12.
12.0
30
2008
1.7
1.7
31
2008
8.8
8.8
31
2008
3.4
3.4
32
2009
21.
21.0
32
2008
1.1
1.1
33
2009
1.1
1.1
33
2009
5.3
5.3
34
2009
2.1
2.1
34
35
2009
5.
5.0
35
36
2009
6.5
6.5
36
37
2009
1.5
1.5
37
38
2009
12.5
12.5
38
39
2009
3.2
3.2
39
40
2009
6.1
6.1
40
41
2009
4.
4.0
41
42
2010
18.
18.0
42
43
2010
11.
11.0
43
44
2010
23.
23.0
44
45
2010
1.
1.0
45
46
2010
24.
24.0
46
47
2010
1.1
1.1
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
-4-
05185 Magellan RP 2010, data
10/12/2010

REASONABLE POTENTIAL ANALYSIS
MTBE
Phenol
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
199
200
Date
2006
2006
2006
2006
2006
2006
2006
2006
2007
2007
2007
2007
2007
2007
2007
2007
2007
2007
2007
2007
2008
2008
2008
2008
2008
2008
2008
2008
2008
2008
2008
2008
2009
2009
2009
2009
2009
2009
2009
2009
2009
2009
2010
2010
2010
2010
2010
2010
Data
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
< 5.
<. 5.
5.
< 5.
< 5.
< 5.
BDL=1/2DL
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
Results
Std Dev.
Mean
C.V.
n
Mult Factor =
Max. Value
Max. Pred Cw
0
3
0
48
1.00
2.5 0
2.5 0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
199
200
Date
2006
2006
2006
2006
2006
2006
2006
2007
2007
2007
2007
2007
2007
2007
2007
2007
2007
2007
2007
2008
2008
2008
2008
2008
2008
2008
2008
2008
2008
2008
2008
2009
2009
2009
2009
2009
2009
2009
2009
2009
2009
2010
2010
2010
2010
2010
2010
Data
< 10.
18.
< 10.
< 10.
< 10.
< 10.
< 10.
< 10.
< 10.
< 10.
< 10.
<' 10.
< 10.
< 10.
< 10.
< 10.
< 10.
10.5
< 10.
< 10.
< 10.
31.
< 10.
< 10,
< 10,
< 5.
< 10.
< 10.
< 10.
< 10.
< 10.
< 10.
< 10.
< 10.
< 10.
< 10.
< 10.
< 10.
< 5.
< 10.
110.
< 10.
< 10.
< 10.
< 10.
< 10.
16.1
BDL=1/2DL Results
5.0 Std Dev. 15.7940
18.0 Mean 8.4170
5.0 C.V. 1.8764
5.0 n .17
5.0
5.0 Mult Factor = 3.4300
5.0 Max. Value 110.0 ug/L
5.0 Max. Pred Cw 377.3 ug/L
5.0
5.0
5.0
5.0 Data point #2- assumed error - re
5.0
5.0
5.0
5.0
5.0
10.5
5.0
5.0
5.0
31.0 assumed error - reported 0.031 ut
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
110.0
5.0
5.0
5.0
5.0
5.0
16.1
-5-
05185 Magellan RP 2010, data
10/12/2010

SOC PRIORITY PROJECT: Yes_ No X
To: Western NPDES Program Unit
Surface Water Protection Section
Attention: Joe Corporon
Date: February 3, 2010
NPDES STAFF REPORT AND RECOMMENDATION
County: Mecklenburg
Permit No. NC0005185
PART I - GENERAL INFORMATION
1. Facility and address: Magellan Terminals Holdings, LP -Charlotte II
Formerly Williams Terminal Holding, LP -Charlotte II
7924 Mount Holly Road
Charlotte, North Carolina 28214
2. Date
f investigation: January 21-2010
3. Report prepared by: Samar Bou-Ghazale, Env. Engineer II
4. Persons contacted and telephone number: Mr. Kyle Murray, Terminal Operator; (704) 399-
6331.
5. Directions to site: From the intersection of NC Hwy 27 and Mt. Holly Road in the
community of Thrift in western Mecklenburg County, travel northwest on NC Hwy 27
approximately 100 yards. The facility is located on the right side of Hwy 27.
6. Discharge point(s). List for all discharge points:
Latitude: 35° 16' 59" Longitude: 80° 56' 26"
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 Quad Name: Mountain Island Lake
7. Site size and expansion are consistent with application?
Yes X No_ If No, explain:
8. Topography (relationship to flood plain included): Sloping south toward an unnamed
tributary to Long Creek at the rate of 3 to 5%. The site is not located in a flood plain.

9. Location of nearest dwelling: None within 1000 feet of the discharge point.
10. Receiving stream or affected surface waters: Unnamed tributary to Long Creek.
a. Classification: WS IV
b. River Basin and Subbasin No.: Catawba River Basin; 030834
c. Describe receiving stream features and pertinent downstream uses: The receiving
stream is a narrow and shallow drainage ditch. General C classification uses
downstream.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater to be permitted:
0% Domestic
100% Industrial
a. Volume of Wastewater: The wastewater is generated from storm water that falls on
the entire site.
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: N/A
e. Please provide a description of existing or substantially constructed wastewater
treatment facilities: The existing treatment facilities consist of a containment
dike, (for stormwater collected from the storage tank areas) and an oil/water
separator located at the loading dock, an oil water separator located below rail
cars and water storage collection area (secondary containment for surface storage
tanks) prior to discharge.
f. Please provide a description of proposed wastewater treatment facilities: N/A
g. Possible toxic impacts to surface waters: Toxicity is being monitored.
h. Pretreatment Program (POTWs only): N/A.
NPDES Permit Staff Report

2. Residuals handling and utilization/disposal scheme: Sludge accumulates in the oil/water
separator at a rate such that cleaning only needs to be done every five to ten years. When
cleaning is done the company contracts FCC Environmental, Tel# [phone], a
licensd waste disposal facility for removal and disposal.
3. Trea
ent plant classification (attach completed rating sheet): Class I
4. SIC C de(s): 5171 Wastewater Code(s): 5366
Main reatment Unit Code: 53000
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: Toxicity is being
monitored.
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 material utilized at this facility that
may impact water quality, air quality or groundwater? Contaminated groundwater exists at
the site. Air Quality Permit No. 07-033-636.
PART IV - EVALUATION AND RECOMMENDATIONS
The Permittee, Magellan Terminals Holdings is requesting NPDES Permit renewal for
the discharge of treated wastewater. The wastewater is generated from the loading dock and rail
cars (treated y oil water separators), and stormwater runoff.
Please note that the Company added two separate outlets to the water of the State from
the recently constructed ethanol off loading skid. These outlets should be added to the permit as
separate outfalls. The newly constructed area is approximately 35 x 75 feet of concrete
constructed dear the outfall and has two separate discharge pipes. The first pipe is for rainwater
falling on the concrete area, and the second act as a containment area for ethanol. According to
Mr. Murray, hen gasoline tanks load ethanol fuel, there is an automatic shut off to the valve
that discharg s to the pipe and can store approximately 600 gallons of ethanol.
NPDES Permit Staff Report

Also, groundwater treatment is being conducted at the facility by Amoco Oil Company,
(prior owner). According to Joe Wilson, Manager, the groundwater remediation system is not
discharging, but extracted groundwater is being hauled by Shamrock Environmental.
Pending review and approval by the Western NPDES Program Unit, It is recommended
that the NPDES permit be renewed and the new outlets be addressed in the new permit renewal.
Signature of Report Pre.arer
03--o Z />
Date
o4 _D2--/0
Water Quality Region ervisor Date
NPDES Permit Staff Report

PRA__ MAGELLAN'
iMIDSTREAM PARTNERS, L.P.
Monday, March 08. 2010
Joe Corporon
N.C. Division of Water Quality
512 N. S lisbury Street
Raleigh, orth Carolina 27604
RE: Magellan Terminals Holdings, LP
Charlotte I & II Ethanol Stormwater Information
NPDES Permits NC0074705 and NC0005185
Dear Mr.
Joe Corporon:
MAR 092010
DENR.-1 't.TFs'POINT
Please accept this letter and the subsequent attachments as documentation for the
workings of the ethanol skids located at Magellan Terminals Holdings Charlotte I
Terminal located at 7145 Old Mt. Holly Rd, Charlotte, and Magellan Terminals Holdings
Charlotte II Terminal located at 7924 Mt. Holly Rd, Charlotte.
The maps attached show the different pipes that were identified during your site visit and
where each pipe originates from. Also, please find on the following page the information
regarding how the skid functions and where any potential pollutants will ultimately
reside.
If you have any questions or need more information, please feel free to contact me at
chris.nelson@mal;ellanlp.co.m or 918-574-7380.
Chris M. Nelson
Environmental Specialist
Magellan Midstream Partners, LP
One Williams Center, MD 27-3
Tulsa, Ok. 74172
CC: Mike Harris
CC: Mark Bowen
CC: Tulsa Files
ONE WILLIAMS CENTER, PO BOX 22186, TULSA, 0K 74121-2186
018) 574-7000 •

PMA
A MIDSTR
GELLAN®
EAM PARTNERS, L.P.
Ethanol Skid Function
During normal operations a tanker truck loaded with ethanol will pull onto the skid and
connect th ground from the skid to the truck. Once the ground is attached a Motor
Operated alve (herein "MOV") installed on the drainage pipe located at the catch basin
will close and remain closed until the ground is disconnected. The ground will only be
disconnect d once transfer of ethanol has been complete. The closing of the MOV keeps
any produc that might be released contained on the skid and in the drains. If a release is
to occur th Emergency Shutdown (ESD) will lock the MOV in order to keep the entire
product contained. The MOV located at the catch basins can be fitted with a hose from a
vacuum truck and all of the product will be removed from the drain pipe before the MOV
will be opened and the skid back in operation.
During non -loading operations the drain from the skid remains open to allow non -contact
stormwater to flow through the skid's drainage. The drain from the driveway leading to
the skid channels non -contact stormwater from the driveway away from the skid and
towards the ditch.

ArrA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
December 29, 2009
CHRIS M NELSON
ENVIRONMENTAL SPECIALIST
MAGELLAN MIDSTREAM PARTNERS LP
PO BOX 22186, MD 27-3
TULSA OK 74121-2186
Subject: Receipt of permit renewal application
NPDES Permit NC0005185
Charlotte II Terminal
Mecklenburg County
Dear Mr. Nelson:
The NPDES Unit received your permit renewal application on December 29, 2009. A member of the
NPDES Unit will review your application. They will contact you if additional information is required to complete
your permit renewal. You should expect to receive a draft permit approximately 30-45 days before your existing
permit expires.
If you have a
at [phone].
y additional questions concerning renewal of the subject permit, please contact Joe Corporon
Sincerely,
12.114U ,42A:Aide,
Dina Sprinkle
Point Source Branch
cc: CENTRAL FITES
Mooresville Regional Office/Surface Water Protection
NPDES Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity \ Affirmative Action Employer
One
North Carol ina
Naturally

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
Mail the complete application to:
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit Number ,NC0005185
1. Contact Information:
Owner Name
Facility Name
Mailing Address
Please print or type.
Magellan Midstream Partners, L.P.
Magellan Terminals Holdings, L.P. - Charlotte II Terminal
One Williams Center, MD 27-3
City Tulsa
State / Zip Code
OK 74172
Telephone Number 918-574-7380
Fax Number 918-574-7247
e-mail Address
[e-mail]
2. Location if facility producing discharge:
Check here if same as above ❑
Street Address
City
State / Zip Co
County
or State Road 7924 Old Mt. Holly Road
Charlotte
e NC 28214
Mecklenburg
3. Operator Information:
Name of the firm, consultant or other entity that operates the facility.
Operator in Responsible Charge or ORC)
Name
Mailing Addre
City
State / Zip Co
Magellan Terminals Holdings, L.P.
(Note that this is not referring to the
s One Williams Center, MD 27-3
Tulsa
WATC R O UALITY
e OK 74172
Telephone Number
Fax Number
918-574-7380
918-574-7247
RANCH
Page 1 of 5
C-MI 10/08

NPD S PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
4. Ownership
Federal ❑
Status:
State ❑
Private ® Public ❑
5. Standard Industrial Classification (SIC) code(s): 4226
6. Number of employees: 5
7. Describe tl a treatment system List all installed waste treatment components with capacities,
describe the processes that generate wastewaters. If the space provided is not sufficient attach a
separate sheet of paper with the system description.
All wastewate
discharge is storm water. The facility has no wastewater treatment system.
8. Is facility ¶overed under federal effluent limitation guidelines? No ® Yes 0
If yes, specify the category?
9. Principal roduct(s) produced: None
7
Principal raw material(s) consumed: None
Briefly de cribe the manufacturing process(es): No products are manufactured at this facility.
The facility is fuel terminal, receiving and loading bulk fuels such as gasoline and distillate fuels.
10. Amount of principal product produced or raw material consumed
List specif c amounts consumed and/or units of production over the last three years
Product Produced or Raw Material
Consumed
(AVERAGE)
Product Produced or Raw Material
Consumed
(PEAK)
per Day
per Month
per Year
11. Frequency of discharge: Continuous 0 Intermittent
If intermittent:
Days per week discharge occurs: All Duration: Variable
Page 2 of 5
C-MI 10/08

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
12. Types of wastewater discharged to surface waters only
Discharge
Flow
(GALLONS PER DAY)
Sanitary - monthly
average
Utility water, etc.
- monthly average
Process water
- monthly average
Stormwater - monthly average
700,000 gallons/month
Other - monthly
Explain:
average
Monthly Average
total discharge (all types)
700,000 gallons/month
13. Number of separate discharge points: 1 Outfall Identification number(s) Outfall 006
14. Name of receiving s
latitude and longitude):
Unnamed tributary t
eam(s) (Provide a map showing the exact location of each outfall, including
reek in the Catawba River Basin
Page 3 of 5 C-MI 10108

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
15. Effluent Data [for new or proposed discharges]
Provide data for the parameters listed. Temperature and pH shall be grab samples, for all other parameters 24-hour
composite sampling shall be used. If more than one analysis is reported, report daily maximum and monthly
average. If only qne analysis is reported, report as daily maximum.
NOTE: Permi ees requesting renewal should complete the table ONLY for the parameters
currents mo itored. Summarize the ast 3 ears o e uent data.
ammeter
DAY
Maximum
Monthly
Average
Units of
Measurement
Biochemical O
gen Demand (BOD5)
Chemical Oxygen
Demand (COD)
Total Organic
Carbon
Total Suspended
Solids
20.000
5.192
mg/ L
Ammonia as N
Temperature (
ummer)
Temperature (
inter)
pH
Fecal Coliform
present)
(If sanitary waste is
Total Residual
used)
Chlorine (if chlorine is
16. List all permits, construction approvals and/or applications (check all that apply and provide permit
numbers or check none if not applicable):
Type Permit Number Type
Hazardous Waste (RCRA) NESHAPS (CAA)
UIC (SDWA) Ocean Dumping (MPRSA)
Permit Number
NPDES Dredge or fill (Section 404 or CWA)
PSD (CAA) Other Air Permit 07-033-636
Non -attainment program (CAA)
17. List any c emicals that may be discharged (Please list and explain source and potential
amounts.)
Please refer o the attached table for a summary of all chemical analyses performed during the
past three (3 years.
Page 4 of 5 C-MI 10/08

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
18. Is this facility located on Indian country? (check one)
Yes ❑ No E
19. Applicant ertification
I certify that
Rick A. Olson
Senior Vice President Operations & Technical Services
Printed name of Person Signing Title
A,/,.2___,
Signature of Applicant
12-2_J- U 7
Date
North Carolina General Statute 143-215.6 (b)(2) provides that: Any person who knowingly makes any false
statement representation, or certification in any application, record, report, plan, or other document files or
ili
required to be maintained under Article 21 or regulations of the Environmental Management Commission
implementing tat Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or
monitoring deviFe or method required to be operated or maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable
by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section
1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both,
for a similar offense.)
Page 5 of 5 C-MI 10/08

Charlotte II Terminal - Summary of Storm Water Analyses 2006-2009
Sampling Date
10/4/2006
10/18/2006
10/19/2006
10/20/2006
11/7/2006
11/22/2006
11/27/2006
12/21/2006
1/3/2007
1/4/2007
1/5/2007
1/8/2007
1/15/2007
1/16/2007
2/13/2007
3/1/2007
3/2/2007
3/5/2007
3/7/2007
3/8/2007
3/16/2007
3/20/2007
4/2/2007
4/16/2007
4/17/2007
4/18/2007
4/25/2007
5/1/2007
6/12/2007
6/18/2007
6/25/2007
7/6/2007
7/17/2007
8/2/2007
8/27/2007
8/28/2007
8/29/2007
9/4/2007
9/14/2007
10/25/2007
10/26/2007
10/29/2007
11/27/2007
12/21/2007
12/28/2007
1/11/2008
1/16/2008
1/17/2008
1/18/2008
1/22/2008
2/4/2008
2/5/2008
2/6/2008
2/26/2008
3/6/2008
3/7/2008
3/10/2008
3/17/2008
3/18/2008
3/19/2008
4/3/2008
4/7/2008
4/8/2008
4/17/2008
5/30/2008
6/4/2008
6/23/2008
6/24/2008
Analysis Results with Units
Flow TSS Benzene MTBE Phenol Oil & Grease Xylenes Toluene Ethyl benzene Turbidity Naphthalene
MGD mg/L pg/L pg/L pg/L mg/L pg/L pg/I. pg/L NTU pg/L
0.0230 1.1000 <1.0 <1.0 <10.0 <5.0 <1.0 <1.0 <1.0 <1.0 <2.0
0.1479
0.1410
0.0125
0.1496 1.4000 < 1.0 < 1.0 < 10.0 16.0000 < 1.0 < 1.0 < 1.0 3.4000 < 2.0
0.1350
0.0373
0.1198 <1.0 <1.0 <1.0 <10.0 <5.0 <1.0 <1.0 <1.0 2.6000 <2.0
0.0266
0.1313
0.0603
0.1148 2.5000 <1.0 <1.0 <10.0 <5.0 <1.0 <1.0 <1.0 2.0000 <2.0
0.1167
0.1328
0.1084 <3.3 <1.0 <1.0 <10.0 <5.0 <1.0 <1.0 <1.0 2.6000 <2.0
0.1246
0.1398
0.1196
0.1143 <20 <1.0 <1.0 <10.0 <5.0 <1.0 <1.0 <1.0 6.6000 . <2.0
0.1125
0.1106
0.0398
0.0077 5.1000 <1.0 <1.0 <10.0 <5.0 <1.0 <1.0 <1.0 13.0000 <2.0
0.0860
0.1103
0.0872
0.0685
0.0483 <1.0 <1.0 <1.0 <10.0 <5.0 <1.0 <1.0 <1.0 3.2000 <2.0
0.0116 3.300 <1.0 <1.0 <10.0 <5.0 <1.0 <1.0 <1.0 1.4000 <2.0
0.1097
0.1295
0.0144 <3.3 <1.0 <1.0 <10.0 n/a <1.0 <1.0 <1.0 <1.0 <2.0
0.0496
0.0010
0.0771
0.0515 <3.3 <5.0 <5.0 <10.0 <5.0 <5.0 <5.0 <5.0 4.000 <5.0
0.0365
0.0845
0.0243 4.700 < 5.0 < 5.0 < 10.0 < 5.0 < 5.0 < 5.0 < 5.0 4.200 < 5.0
0.0969
0.0570 5.500 < 5.0 < 5.0 < 10.0 < 5.0 < 5.0 < 5.0 < 5.0 17.000 < 5.0
0.0349
0.0299 7.300 < 5.0 < 5.0 10.5000 < 5.0 < 5.0 < 5.0 < 5.0 26.000 < 5.0
0.0473
0.0344 1.900 <5.0 <5.0 <10.0 <5.0 <5.0 <5.0 <5.0 17.000 <5.0
0.0897 16.500 < 5.0 < 5.0 < 10.0 < 5.0 < 5.0 < 5.0 < 5.0 38.000 < 5.0
0.1263
0.0874
0.0141
0.1035
1.2270
0.5709 <5.0 <5.0 <5.0 <10.0 <5.0 <5.0 <5.0 <5.0 19.000 <5.0
0.4136
0.6385
0.0222 11.500 <5.0 <5.0 0.0310 <5.0 <5.0 <5.0 <5.0 36.000 <5.0
0.0998
0.1073
0.0866
0.0837
0.0439
0.1104 10.000 <5.0 <5.0 <10.0 <5.0 <5.0 <5.0 <5.0 9.700 <5.0
0.0586
0.0892
0.0914
0.0886 3.300 <5.0 <5.0 <10.0 <5.0 <5.0 <5.0 <5.0 7.400 <5.0
0.0576 1.100 < 5.0 < 5.0 < 10.0 77.2000 < 5.0 < 5.0 < 5.0 2.900 < 5.0
0.0743
0.1536

r
Charlotte II Terminal - Sum rii
ary of Storm Water Analyses 2006-2009
Analysis Results with Units
Flow TSS Benzene MTBE Phenol Oil & Grease Xylenes Toluene Ethyl benzene Turbidity Naphthalene
Sampling Date MGD mg/L pg/L pg/L pg/L mg/L pg/L pg/L pg/L NTU pg/L
7/3/2008 0.0358 < 1.0 < 5.0 < 5.0 < 10.0 < 5.0 < 5.0 < 5.0 < 5.0 3.400 < 5.0
7/7/2008 0.0560
7/8/2008 0.1070
7/9/2008 0.1210
7/14/2008 0.0706
7/15/2008 0.0632
7/28/2008 0.0406
7/29/2008 0.0280
8/1/2008 0.1155
8/4/2008 0.0461
8/5/2008 0.0267
8/6/2008 0.0380
8/7/2008 0.0252
8/26/2008 0.0523
8/27/2008 0.3282 3.300 < 5.0 < 5.0 < 10.0 < 5.0 < 5.0 < 5.0 < 5.0 6.000 < 5.0
8/29/2008 0.0684
9/2/2008 0.0609
9/11/2008 0.0632
9/12/2008 0.0566 20.000 < 5.0 < 5.0 < 10.0 < 5.0 < 5.0 < 5.0 < 5.0 4.000 < 5.0
9/16/2008 0.0294
9/17/2008 0.0359
10/1/2008 0.1051 1.700 < 5.0 < 5.0 < 10.0 < 5.0 < 5.0 < 5.0 < 5.0 10.000 < 5.0
10/2/2008 0.0789
11/17/2008 0.1969 3.400 < 5.0 < 5.0 < 10.0 < 5.0 < 5.0 < 5.0 < 5.0 12.000 < 5.0
11/18/2008 0.0119
12/2/2008 0.0213
12/4/2008 0.0581 <1.1 < 5.0 < 5.0 < 10.0 1930.0000 < 5.0 < 5.0 < 5.0 8.800 < 5.0
3/2/2009 0.1247
3/4/2009 0.0608 5.300 < 5.0 < 5.0 < 10.0 < 5.0 < 5.0 < 5.0 < 5.0 21.000 < 5.0
3/5/2009 0.1158
3/6/2009 0.0939
3/16/2009 0.0850
4/1/2009 0.7500
4/3/2009 4.6500
4/13/2009 6.0000
4/14/2009 9.5000
4/15/2009 4.5000
4/29/2009 1.6000 1.900 < 5.0 < 5.0 < 10.0 < 5.0 < 5.0 < 5.0 < 5.0 1.100 < 5.0
6/4/2009 1.7500
6/6/2009 1.4500
6/11/2009 2.8000
6/19/2009 5.6000 1.200 < 5.0 < 5.0 < 10.0 < 5.0 < 5.0 < 5.0 < 5.0 2.100 < 5.0
6/26/2009 9.2000
7/4/2009 5.0000
7/5/2009 34.2000 3.300 < 5.0 < 5.0 < 10.0 < 5.0 < 5.0 < 5.0 < 5.0 5.000 < 5.0
7/8/2009 31.0000
7/28/2009 17.0000 2.500 < 5.0 < 5.0 < 10.0 < 5.0 < 5.0 < 5.0 < 5.0 6.500 < 5.0
7/29/2009 29.8300
8/13/2009 9.1200 < 2.7 < 5.0 < 5.0 < 10.0 < 5.0 < 5.0 < 5.0 < 5.0 1.500 < 5.0
8/24/2009 9.2350
8/31/2009 12.8200
9/2/2009 8.9700 3.700 < 5.0 < 5.0 < 10.0 < 5.0 < 5.0 < 5.0 < 5.0 12.500 < 5.0
10/19/2009 18.2300 < 2.5 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 3.200 < 5.0
10/26/2009 3.6000
10/27/2009 26.2700
11/4/2009 7.0750
11/10/2009 20.3250 8.300 < 5.0 < 5.0 < 10.0 < 5.0 < 5.0 < 5.0 < 5.0 6.100 < 5.0
11/11/2009 28.0000
11/12/2009 4.7000
11/13/2009 11.8000
11/23/2009 12.5000
Daily Maximum 20.000 < 5.0 < 5.0 10.500 1930.000 < 5.0 < 5.0 < 5.0 38.000 < 5.0
Average 5.192 < 5.0 < 5.0 5.266 674.400 < 5.0 < 5.0 < 5.0 9.388 < 5.0

Draft Permit Reviews (6)
Subject: Draft Permit Reviews (6)
From: John Giorgino <[e-mail]>
Date: Mon, 22 May 2006 14:44:31 -0400
To: Joe Corporon <[e-mail]>
Joe, I have reviewed the following permits (I am late getting back to you on some of
them, but did not have any comments). Thanks for forwarding them.
NC0046892
NC0022187
NC0005185
NC0076457
NC0069256
NC0026247
John Giorgino
Environmental Biologist
North Carolina Division of Water Quality
Environmental Sciences Section
Aquatic Toxicology Unit
Mailing Address:
1621 MSC
Raleigh, NC 27639-1621
Office: 919 733-2136
Fax: [phone]
"The real work of men was hunting meat. The invention of agriculture was a giant step
in the wrong direction, leading to serfdom, cities, and empire. From a race of
hunters, artist warriors, and tamers of horses, we degraded ourselves to what we
are now: clerks functionaries, laborers, entertainers, processors of information." -
Edward Abbey
1 of 1
5/22/2006 3:58 PM

0 60 120
240
SCALE: 1" = 120'
-� N 562,800
Al
aSINGLE
GATE
/DIKE
CAPACITY
2,809,712 GAL
/ I. 'It
2.�A5p '
1i�6xS8' �-.'•�ND FROM
PAR OR00 GAL VRU
OCKOUT TANK
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ACCESS POINT
. BELOW GRL/WATER OUNSEPDARATOR-
ilon do Vika est Ss GINA kW& df vewCL, ('u I
0
v
DIKE CAPACITY
3,051,705 GAb
GASOUNE
ADDI I E-
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064ti 6'T10L tITWGJ C1Cir 1 'ytActt
ee Ima+o-f ope1'OEfecI ULIve
ETHANOL OFF-LOADING
AREA - CONCRETE
CURBED WITH
AUTOMATED DRAINAGE
CONTAINMENT VALVE
as
d 43 1ecaTktri avt e l skA`cl
10" COLONIAL LINES
DIKE DRAIN
W11H VALVE
6000 GAL RAILCAR
OIL/WATER SEPARATOR
BIKE DRA11
WTM VALVE
000 GAL
/PROANE
IN CONTROL
VE
TTRANOSMMIX TANK-.
—SUMP FOR
LOADING RACK
'•150 GAL
LOADING
RACKS
RESPONSE
OIENT
RAAGGEE
tj RAILROAD
EQUIPMENT LOADING
STORAGE
N 563,800
LEGEND:
ASPHALT ROAD
FENCE LINE
%V\ GATE
DRAIN
tiFH FIRE HYDRANT
POWER POLE
b4 VALVE
ABOVE GROUND PIPING
BELOW GROUND PIPING
© FIRE EXTINGUISHER
ABOVE GROUND STORAGE TANK
M� BELOW GROUND STORAGE TANK
D.S.
4111
NOTES:
SECONDARY CONTAINMENT DIKE
DRUM STORAGE
OIL FILLED TRANSFORMER
DRAINAGE FLOW DIRECTION
1.) PIPING: 8' FROM PIPELINE (IN , 6" OUT OF
TANKS TO LOADING RACK (OUTLET. TANKS 5
AND 9: 10" INLET, 8" OUTLET. TANK 4: 12"
INLET, S" OUTLET.
2.) VCU = VAPOR COMBUSTION UNIT.
3.) VRU = VAPOR RECOVERY UNIT.
4.) EMERGENCY SHUTOFF VALVES ARE LOCATED AT
EACH TANK INLET AND OUTLET, EACH LOADING
RACK, AND IN THE OFFICE.
5.) SECONDARY CONTAINMENT FOR STORAGE TANKS
CONSISTS OF COMPACTED CLAY COVERED WITH
GRAVEL ON AND WITHIN THE DIKES.
6.) COMMUNICATION EQUIPMENT IS LOCATED IN
THE FACILITY OFFICE. FACILITY PERSONNEL
CARRY MOBILE PHONES AND PAGERS.
7.) DIKE CAPACITIES WERE CALCULATED ASSUMING
FAILURE OF THE LARGEST TANK.
8.) HAZARDOUS WASTE STORAGE N/A..
0 MIDSTREAM PARTNERS, L.P.
MAGELLAN TERMINALS HOLDINGS, L.P.
MAGELLAN
SAE
Science Applications
International Corporation
FIGURE 1 & FIGURE 2
SPCC SITE MAP & DRAINAGE PLAN
CHARLOTTE TERMINAL NO. 2
DRAWN BY: REV. N::
R. BEELER 2 12/2006
DAZE 12/03/2008 REVD Fr( PHEW
tA0 FILE
f65_FIG15i-1

0
CD
0
w
0 60 120
r"IMSMI
240
SCALE: 1" = 120'
Latitude 35° 16' 59" N
Longitude 80° 56' 25" W
N 562,800
AP
'
SINGLE
GATE
DIKE CAPACITY
2,809,712 GAL
ACCESS POINT
4/T, iL/yIATFR sEF r
HO ,ELO-W�ROUNDI
<<Y
Srgre
.15 R�AO 412?`
IKE 0RA*
WITH VALVE
VN CONTROL
0WFALL�DRAIN 1V01-1 --
DIKE CAPACITY
3,051,705 GAL
TANK 8
DIKE CAPACITY 1 5s1'G,,L
3,669,299 GAL 6 '1"g'
TAN( 7'
4000
TRANSMIX TANK
r�
SINGLE
1500 GAL D
500 GAL D
/'-• • 1 -SUMP FOR
LOADING RACK
,,. ISO GAL.
/ /SL1a
000 GAL �/ /.� //,, O #1 _
PROPANE TANS' W" 560 GAL ADD
�1`2 TANK RED DYE
0 lS D #3 LOADING
BOL RACKS
HOUSE -- •/
CONC
SLAB
FHb'
ETHANOL OFF—LOADING
AREA — CONCRETE
2' f CURBED WITH
f AUTOMATED DRAINAGE
'▪ P CONTAINMENT VALVE
.9p
u' t.,;
r
10' COLONIAL LINES
DVALVEWITH V
woo GAL RAILCAR
.-RESPONSE 1 OIL/WATER SEPARATOR
EQUIPGEMENIT RAILROAD
STORALOADING
�ST�RAGPT
N 563,800 —f —
n
n
w
LEGEND;
ASPHALT ROAD
FENCE LINE
GATE
DRAIN
�FH FIRE HYDRANT
POWER POLE
D4 VALVE
ABOVE GROUND PIPING
— — BELOW GROUND PIPING
® FIRE EXTINGUISHER
D.S
■
ABOVE GROUND STORAGE TANK
BELOW GROUND STORAGE TANK
SECONDARY CONTAINMENT DIKE
DRUM STORAGE
OIL FILLED TRANSFORMER
+ DRAINAGE FLOW DIRECTION
NOTES:
1.) PIPING: 8" FROM PIPELINE (INLET), 6" OUT OF
TANKS TO LOADING RACK (OUTLET).)TANKS 5
AND 9: 10" INLET, 8" OUTLET. TANK 4: 12"
INLET, 8" OUTLET.
2.) VCU = VAPOR COMBUSTION UNIT.
3.) VRU = VAPOR RECOVERY UNIT.
4.) EMERGENCY SHUTOFF VALVES ARE LOCATED AT
EACH TANK INLET AND OUTLET, EACH LOADING
RACK, AND IN THE OFFICE.
5.) SECONDARY CONTAINMENT FOR STORAGE TANKS
CONSISTS OF COMPACTED CLAY COVERED WITH
GRAVEL ON AND WITHIN THE DIKES.
6 COMMUNICATION EQUIPMENT IS LOCATED IN
THE FACILITY OFFICE FACILITY PERSONNEL
CARRY MOBILE PHONES AND PAGERS.
7 DIKE CAPACITIES WERE CALCULATED ASSUMING
FAILURE OF THE LARGEST TANK.
HAZARDOUS WASTE STORAGE N/A..
0 MIDSTREAM PARTNERS, L.P.
MAGELLAN TERMINALS HOLDINGS. L.P.
MAGELLAN'
5Are
Science Applications
International Corporation
FIGURE 1 & FIGURE 2
SPCC SITE MAP & DRAINAGE PLAN
CHARLOTTE TERMINAL NO. 2
DRAWN BY: REV. NO./DATE:
R. BEELER 2 / 12/2008
CAD FILE
465-FIG1&2-1
DATE 12/03/2008 REVD B1' RHEA

HOLLY ROAD
0
(-)
0
EXIT
ETHANOL
OFF-LOADING
AREA
CONCRETED
`'CURBED WITH
AUTOMATED
DRAINAGE
CONTAINMENT
VALVE)
INS. FLANGE
1PL0"ANT0LATION FROM
f 14 GAS FROM
PLANTATION
ENTRANCE
OFFICE
>
STORAGE BLDG.
HEATING OIL
(550 GAL)
r KNOCKOUT TANI<
(2000 GAL
_-- v � 500 GAL RED
ICI DYE ADDITIVE TANK
•
u_ 1,..--_ ' W 1•
1'i
b,9 = ,> ter_.
EC a IcL a.
G 0 i
TRUCK LOADING--
RACK W/CURSING
& CATCH BA.IN
ICI
MANIFOLD
AREA
100 GAL.SUMP
500 GAL.SUMP iI-r
1000 GAL TANK I IA
Ai
A
• I
1,512 GAL
OIL/WATER SEPARATOR
STORAGE/ADDITIVE
TANK 2,000 GAL.
<< . .TACT<.
LIQUID SEAL
TANK#13
630,000 GAL
52'0x40'
KEROSENE
TANK#i 2
588,000 GAL
50'0x40' _
KEROSEN E
TANK # 9
2,268,000 GAL
98'O)(48'
GASOLINE
,'TANK#14
f 504,000 GAL
46'Ax40' •
ETHANOL;
TANK 1
84D,000 GAL
60'0x40'
GASOLINE
— 6.000 GAL VD ADDITIVE TANK
20,000 GAL WATER HOLDING TANK
►* DIKE CAPACITY
1,601,842 GAL
Latitude 35° 16' 45" N
Longitude 80° 55' 30" W
SPILLWAY
TANK #15
-10"0 DRAIN I546,000 GAL 48'0)40'
W/CLOSURE \ DIESEL
TANK #10
1 260.000 GAL
G3ASl�LINE
DIKE CAPACITY
911,943.6 GAL
-12"x10" REDUCER
F i---12" INS. FLANGES
PRODUCT (2) 12" FROM COLONIAL
ACCESS GATE
/-OUTFALL 001
6 0 DRAIN
W/VALVE
TO PAW CREEK
TRIBUTARY
(APPROXIMATELY
100 YARDS)
LEGEND:
_._ ASPHALT ROAD
FENCE LINE
GATE
DRAIN
o FH FIRE HYDRANT
UTILITY POLE
VALVE
ABOVE GROUND PIPING
SURFACE FLOW DIRECTION
ABOVE GROUND STORAGE TANK
UNDER GROUND STORAGE TANK
1111 FIRE EQUIPMENT
D.S.
SECONDARY CONTAINMENT DIKE
DRUM STORAGE
OIL FILLED TRANSFORMER
NOTES:
1.) SECONDARY CONTAINMENT FOR TANKS 9-15
CONSISTS OF COMPACTED CLAY COVERED WITH
GRASS ON THE DIKE AND GRAVEL IN THE BASE.
2.) COMMUNICATION EQUIPMENT IS LOCATED IN THE
FACILITY OFFICE. FACILITY EMPLOYEES CARRY
MOBILE PHONES AND PAGERS.
3.) DIKE CAPACITIES WERE CALCULATED ASSUMING A
FAILURE OF THE LARGEST TANK (N0. 9).
4.) RESPONSE EQUIPMENT 15 LOCATED IN THE
WAREHOUSE SOUTH OF THE OFFICE.
5.) ALL 4 ADDITIVE TANKS HAVE SECONDARY
CONTAINMENT.
SCALE: i ,.
MAGELLAN-
._ MIDSTREAM PARTNERS,
MAGELLAN TERMINALS HOLDINGS, L.P.
• Science Applications
International Corporation
FIGURE 1 & FIGURE 2
SPCC SITE MAP & DRAINAGE PLAN
CHARLOTTE TERMINAL NO. 1
DRAWN BY: REV. NO./DATE
R. BEELER 2 / 12/20D8
CAD FILE:
434_FIG I &2-1
alE 12/04/2008 R2Vt Er PHEW