NC0074705_Permit Issuance_20110201

ti
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Govemor Director Secretary
February 1, 2011
Chris M. Nelson, Environmental Specialist
Magellan Midstream Partners, LP
PO Box 22186, MD 27-3
Tulsa, OK 74121-2186
Subject: Issuance of NPDES Permit NCO074705 — Grade I
Magellan Terminals Holdings - Charlotte I Terminal
7145 Old Mount Holly Road, Paw Creek
Mecklenburg County
Dear Mr. Nelson:
The Division of Water Quality (the Division) hereby issues this final permit for the subject facility.
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 October 15, 2007, or as subsequently amended.
The Division has made minimal changes to your previous permit, based on your application and our
review of your monitoring data through the previous permitting cycle. At your request we have
revised the permit Supplement to Cover Sheet to reflect facilities for ethanol, newly added. For
consistency, we have edited this text to reflect similar facilities statewide. You may also find
receiving -stream segment numbers and subbasin numbers likewise added to this page.
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 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 must be filed 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 modification, or revocation and re -issuance of this permit. Please notice 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, Ralegh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 • • * QnC
Phone: [phone] FAX: [phone] Customer Service:. 1 -877-623-6748 North Carolina
Internet: tvww.ncwaterquality.org An Equal Opportunity 1 Affirmative Action Employer Naturally

If you have questions, or if we can be of further service, please contact Joe R.,Corporon, LG at
(ioe.coMoron Qncdenr.gov or call [phone].
4-;341e,
Coleen H. Sullins
Enclosure: NPDES Permit NCO074705 (FINAL)..
020E WATEgOG
he: Central Files �C E
NPDES Program Files °
MRO/SWPS, Attn: Samar Bou-Ghazale, Environmental Engineer
cc: DEH Mecklenburg County, Attn: Erin Hall / John McCulloch
Aquatic Toxicity Unit, Attn: Susan Meadows
CG&L, Attn: Kim Colson
1617 Mail Service Center, Ralegh, North Carolina 27699-1617
LoptbR�t: 512 N. Salisbury St. Ralegh, North Carolina 27604 One
Phone: [phone] FAX: 9IM07-64921 Customer Service: 1-877-623-6748 NorthCar011na
Internet: vnnv.ncwalerquality.o c - a'ntmrally
An Equal ODpgtunity lAfirrnalive Action Employer (/ VN. K"

Permit NCO074705
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
DES
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,
Magellan Terminals Holdings, L.P.
is hereby authorized to discharge wastewater from outfalls located at the
Magellan Terminals Holdings, L.P.
Charlotte I Terminal
7145 Old Mount Holy Road, Paw Creek
Mecklenburg County
to receiving waters designated as an unnamed tributary to Paw Creek in the Catawba River Basin in
accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I,
II, III and IV hereof.
This permit shall become effective March 1, 2011.
This permit and authorization to discharge shall expire at midnight on June 30, 2015.
Signed this day February 1, 2011.
Cpreen H. Sullins, Director J
Division of Water Quality
By Authority of the Environmental 'Management Commission

Permit N00074705
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 Terminals Holdings, L.P.
is hereby authorized:
1. continue to operate a Surface -Water Pollution Prevention System for stormwater/city water in
proximity to above -ground storage tanks (ASTs), surface bulk -storage in excess of one million
gallons of petroleum hydrocarbon fuels and ethanol, and fuel -truck loading racks, utilizing
• oil/water separator (truck -loading rack)
• carbon filter (truck -loading rack) -
• wastewater tank (truck -loading rack)
• diked areas (secondary containment for ASTs) with discharge valves (hand -operated, normally
closed) discharging stormwater/city water used for washing and/or hydrostatic testing]
• ethanol offloading facilities with automated drainage -containment system
located at the Charlotte I Terminal, 7145 Old Mount Holy Road, Paw Creek, Mecklenburg County, and
2. to discharge from said treatment facility through Outfall 001 at a specified location (see attached
map) into an unnamed tributary to Paw .Creek [stream segment 11-124], currently classified C
waters within subbasin 03-08-34, in the Catawba River Basin.

Magellan Terminals Holdings, L.P. Facility
Location AORW
Charlotte I Terminal (not to scale)
State Grid/Quad: F15SW/Mt. Island Lake, NC
Latitude: 35016'45"N - Longitude: • 8T55'30"W North NPDES Permit-NC0074705
Receiving Stream: UT to Paw Creek [11-124] Stream Class: C
Drainage Basin: Catawba River Basin Sub -Basin: 03-08-34 Mecklenburg County

• Permit NC0074705
A. (l .) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee
is authorized to discharge treated stormwater from Outfall 001. Such discharges shall be limited and
monitored by the Permittee as specified below:
EFFLUENT CHARACTEkISTICS
[Parameter Codes]
LIlVIITS
:
MONITORING REQUIREMENTS
Monthly,,
Average:
Daily`,
Maximum:
Measurement
'' , Fre uenc
Sample
Type
Sample
Location
50050 Flow! ti
Episodic..
1
Effluent
1005301 Total Sus ended Solids
45.0 m
Monthly
Grab
Effluent
[00556] Oil and Grease2
Monthly
Grab
Effluent
[00076) Turbidity3
50 NTU
Monthly
Grab
Effluent
[340301 Benzene
Monthly
Grab
Effluent
[340101 Toluene
Monthly
Grab
Effluent
[343711 Ethyl Benzene
Monthly
Grab
Effluent
[81551] X lene
Monthly
Grab
Effluent
[346961 Naphthalene
Monthly
Grab
Effluent
TAE6C Acute Toxicity4
Annually
Grab
Effluent
Footnotes,
1. Flow — During periods of no flow, the Permittee shall submit a monthly Discharge Monitoring Report
(DMR) indicating "No discharge." Flow must be monitored with each discharge using one of the
following four methods [see Flow Measurement Rationale, Section A. (3.)] :
a) measure flow continuously;
b) calculate flow based on total rainfall per area draining to the outfall; exclude built -upon
area (best method for facilities with large runoff -collection ponds);
c) estimate flow at 20-minute intervals during the entire discharge event; or
d) report flow based on discharge pump logs.
2. Oil and Grease — Where possible, the grab sample for oil & 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. Acute Toxicity (Fathead Minnow, 24-hour), Annual [see Section A. (2.)].
The Permittee shall discharge no floating solids or foam visible in other than trace amounts.
The Permittee shall discharge no tank solids, tank bottom water, or tank rag layer.
Following hydrostatic tank or pipe testing, the Permittee shall discharge no wastes containing
benzene concentrations greater than 74.1 µg/L, or toluene concentrations greater than 11 µg/L.

Permit NCO074705
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 Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section 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 NC0074705 j
A. (3.) FLOW MEASUREMENT RATIONALE
The Rational Equation: Q=KuCIA, where:
Q = flow (peak flow rate (cfs or m3/sec)
Ku = units conversation factor =1.008 for U.S. standard units (usually ignored
because it is so close to 1), or 0.278 for SI units
C = dimensionless runoff coefficient for the watershed, loosely defined as the
ratio of runoff to rainfall
I = intensity of rainfall taken from the intensity -duration -frequency curves
for the specified design return period at the time of concentration; t6
(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.

The Charlotte Observer Publishing Co.
Charlotte, NC
North Carolina as Affidavit of Publication
Mecklenburg County)
THE CHARLOTTE OBSERVER
_______________________________________________
I
DINA SPRINKLE I
NCDENR/DWO/POINT SOURCE BRANCH I
1617 MAIL SERVICE CENTER I
RALEIGH NC 27699 I
I
I
REFERENCE: 30063432 I
6521132 Notice Of Intent
I
Before the undersigned, a Notary Public of said I
County and State, duty authorized to administer
oaths affirmations, etc., personally appeared,
being duly sworn or affirmed according to law, I
doth depose and say that he/she is a I
representative of The Charlotte Observer
Publishing Company, a corporation organized and I
doing business under the laws of the State of I
Publk NWke
Delaware, and publishing a newspaper known as The I
P B-
North Carolina "oni DUES UnitM.menl
Commla4oNNPDES DOII
Charlotte Observer in the City of Charlotte, I
1611 Mel, Sennaa Cantersaleigh, NC 2]699-1617.
Woe of Int6M to I.. a NPDES Wa Wl imam Pemtlt
County of Mecklenburg, and State of North Carolina)
Tha Nonh Carolina Emlrenmanlal Management Commhslon
Waslewalerdrnhergepermlltolhe
and that as such he/she is familiar with the I
p,oposeatoleeueatipms
parson(a) Xsbd bei
books, records, files, grid business of said I
Wrinen ..mmenldaaytsageanilnG Ina no it rmit Will to
of
Corporation and by reference to the files of said I
D roroot of 11he NC OWWo� a Wae�a"ait ya DYA) hoWa
publip heating should mare be a.sgnlfrarM1 degree m ppbTic
Infprmallon regnesle
publication, the attached advertisement was I
Intereel: Please mall comments an for
DWO et the above edtli Interested pigh. may
inserted. The following15 correct) copied from I
`/ p
to nib.
v the.DWO el 512 N. Salisbury Slreel. Pelelgh, NC i<
review into rmauon on Xk. PddllionalroInfo at n on NPDE'.
the books and files of the aforesaid Corporation
Ip I
p�e,mlta. and. Iws nmbe mar ba und on our websil6
hDq`/Ipodal.ncdencotgNreb/wglewP1PWnpdes/calender, or bI
-
ro.,(919)em
and Publication, I
631A..,
q,, fai Morppen Sdutheasl Terminals. LLC has appiled to renew in
for CInan.te Terminal #3 In Mxklenbun
,nnft (NCOWX723).
CounlY Eexhar�in$^Ireatod slo,.wiiwr Into a UT of Paw Creek
t tlLscta9e irealad-wasleaaler to a or.rn ra.. ...w•
PUBLISHED ON: 11/14 � Prver aasin.,
Ifaam.
LP6521132 -
AD SPACE: 94 LINE
FILED ON: 11/1xt)�
-n (,1�______ _ _ _ ____ ________
NAME: LE:
DATE: OV(� EAi�
In Testimony Wher I have hereunto set my hand end affixed my seal, the
day and&ear aforesaid. ,_ _-// I
on Expires:
My Umfission Rpires May 27, 2011

DENR/DWQ
FACT SHEET -- NPDES PERMIT DEVELOPMENT
NPDES Permit NCO074705
Facility Information
Applicant/Facility Name:
Magellan Terminals Holding, L.P. - Charlotte I Terminal
Applicant:
Mr. Chris M. Nelson, Environmental Specialist
Facility Address:
7145 Old Mount Holly Road (NC Hwy 27), Paw Creek, NC 28130
Permitted Flow
Not limited
Type of Waste:
Diked, secondary containment for stormwater w/ manually -controlled
discharge; truck -loading rack wastewater; ethanol unloading rack
Facility/Permit Status:
Active / Renewal
County:
I Mecklenburg
Miscellaneous
Receiving Stream:
UT to Paw Creek
Regional Office:
Mooresville
Stream Classification
/Segment:
C / {14420-t3c5)}
State Grid /
USGS Quad:
F 15 SW /
Mountain Island L
303(d) Listed?
No
Permit Writer:
Joe Corporon
Subbasin:
03-08-34
Date:
270ct 2010
Drainage Area (mi):
0.1
Lat. 350 16' 45" N Long. 80° 55' 30" W
Summer 7Q10 (cfs)
0.0
Winter 7Q10 (cfs):
0.0
30Q2 (cfs)
0.0
Average Flow cfs):
0.0
IWC (%):
100%
PERMITTING BACKGROUND I Z
Waste Load Allocation (WLA) and Bulk -Storage SOP. A Waste Load A ati was last conducted
in March 1993, for discharge to receiving stream, Paw Creek [segmentfl20- 2.5 lassified C waters
of the state. The 1993 WLA recommended monitoring for benzene, toluene, ethylbenzene, xylene
(BTEX), TSS, Turbidity, oil & grease, pH, and Lead.
The Division established subsequent effluent limits and monitoring requirements following
Requirements for Discharges from Oil and Petroleum Storage Facilities (SOP 2001, version 30Jul01).
This required monitoring for benzene, toluene, ethylbenzene, xylene (BTEX), Total Suspended Solids
(TSS), Turbidity, Oil & Grease, MTBE, EPA Methods 624/625 (for volatile and semi -volatile organic
compounds), and Acute Toxicity appropriate for episodic discharges.
In September 2003, Magellan Terminals Holdings, L.P. acquired this facility from previous
owner/operator Williams Energy Ventures and registered a name -change with the Division. Stormwater
collected from the truck -loading racks area is treated by an oil/water separator and combined with
stormwater collected behind diked areas. This combined treated wastewater discharges at Outfall 001.
For permit renewal in 2006, The Division established revised criteria according to the NPDES
Permitting Requirements for Petroleum Bulk -Storage 2005 Permitting Strategy, version September 9,
2005 (2005 SOP). This document recommends 12 criteria for renewal including reasonable potential
analyses).
Fact Sheet
NPDES NCO074705
Renewal Oct 2010
Page I

Ethanol fuel offloading facilities were added to the site in March 2010 to include an automated drainage -
containment system with stormwater flow to the existing outfall — no changes to the permit
recommended.
RENEWAL STRATEGY
Reasonable Potential Analysis (RPA): In accord with permitting guidance for bulk storage facilities
statewide, the Division conducted the required RPA to establish reasonable potential for a given
parameter to exceed its instream water -quality Standard. The Division established a list of parameters of
concern (POCs) based on the previous permit including Turbidity, BTEX, Naphthalene, and Oil &
Grease.
Parameters monitored were mostly reported as "not detected" (see attached RPA database) with the
exception of Turbidity where data (Jan2006-Sep2010) suggest reasonable potential [max predicted =
103 NTU; max allowable = 50 NTU @ max reported flow of 0.033 MGD]. Therefore, a permit limit of
50 NTU remains in the permit. Similarly, data for Total Suspended Solids (TSS) suggest reasonable
potential therefore the limit of 45 mg/L will remain in the permit (see attached RPA database).
Whole Effluent Toxicity (WET) Testing. This facility has "passed" annual toxicity testing beginning
in May 2006 when acquired through change of ownership ("Pass" or LC-50 >100). No permit changes
recommended.
RENEWAL SUMMARY
Turbidity RP = Yes; 1/Month monitoring continues - no changes to the permit.
Total Suspended Solids RP = Yes; 1/Month monitoring continues - no changes to the permit.
PROPOSED SCHEDULE FOR PERMIT ISSUANCE
Draft Permit to Public Notice:
November 10, 2010
Permit Scheduled to Issue:
January 3, 2010
If you have ques
Joe R. Corporon,
any of the above information or on the attached permit, please contact
TE:���/
Pact Sheet
NPDES NCO074705
Renewal Oct 2010
Paee 2

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 Sources)
Magellan - Charlotte
_I
NCO074705
1
0.033
UT to Paw Creek
C
0.0
0.0
0.0
0.0`
Jan2006-Sep2010
Par01
Par02
Par03
Par04
Par05
Par06
Par07
Par08
Par09
Part a
Par11
Par12
Par13
Par14
Par15
Table 2. Parameters of Concern
Name Type Chronic Modifier Acute PQL Units
Benzene
C'
1.19
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
74705 RPA Magellan - Charlotte South Terminal I, input
10/27/2010

REASONABLE POTENTIAL ANALYSIS
Magellan - Charlotte I
Outfall 1
NCO074705
Qw = 0.033 MGD
Trme Period Jan2006Sep2010
Qw (MGD) 0.033
WWTP Class I
[RPA assumes maximum reported flow during the prev
7Q10S (cfs) 0
1WC (%) @ 7Q10S 100
7Q10W (cfs) 0
@ 7Q10W 100
3002 (cfs) 0
@ 30Q2 100
Avg. Stream Flow, QA (cfs) 0
@ QA 100
Rec'ving Stream UT to Paw Creek
Stream Class C
STANDARDS &
PARAMETER
TYPE
CRITERIA (2)
PQL
Units
REASONABLE POTENTIAL RESULTS
RECOMMENDED ACTION
(1)
NC WQs/ Y FAY/
Chronic Acute
n 0 Det Max Prod Cw AllowaW Cw
Acute: NIA
Benzene
C
1.19
1
ug/L
48 0
3
__
Chronic: 1
PARAMETER NOT DETECTED
Continue monitoring per NC pollaymNo changes to perm
Acute: NIA
Toluene
NC
11
1
ug/L
48 0
3
Chronic: 11
_ _ _ ___
PARAMETER NOT DETECTED
Continue monitoring per NC policy -No changes -to permit
Acute: NIA
Ethyibenzene
NC
97
2
ug/L
48 0
3
Chronic: 97
PARAMETER NOT DETECTED
Continue monitoring per NC policy -No changes to perm
Acute: WA
Xylene
NC
670
2
ug/L
48 0
3
_ _ _ _ _ _ _ _ _
Chronic: 670
_ _ _ _
PARAMETER NOT DETECTED -- --- — ------ -
Continue monitoring per NC policy -No changes to perm
Acute: WA
Naphthalene
NC
330
2
ug/L
48 0
4
_
Chronic: 330
PARAMETER NOT DETECTED -------
Continue monitoring per NC policy -No Changes to permit.
Acute: NIA
Oil & Grease
NC
20
mg/L
48 3
6
_ _ _ _
Chronic: -- 20 --
RP = No
Continue monitoring per NC policy -No changes to permit
Acute: N/A
Turbidity
NC
50
ntu
41 41
103
_----_____
__ _ --_ ___
Chronic: 50
_ _---_--.--- _
RP --YES
Continue monitoring per NC icy -No changes to permit
Acute: N/A
=
Total Suspended
Solids
NC
45
mg/L
33 23
89
__ _
Chronic: 45
lContinite
RP=YES Retain Permit
monitoring per NC policy -No changes to permit
• Legend.
C = Carcinogenic
NC = Non -carcinogenic
A = Aesthetic
•' Freshwater Discharge
74705 RPA Magellan - Charlotte South Terminal I, rpa
10/27/2010

REASONABLE POTENTIAL ANALYSIS
Turbidity
Total Suspended
Solids
Date Data
BDL=112DL
Results
Date Data
BDL-112DL
Results
1
2006
9.8
9.8
Std Dev.
8
1
2006 <
1
0.5
Std Dev.
6.2
2
2006,..,
3.6
3.6
Mean
7
2
2006
28.
28.0
Mean
5.0
3
2006
2.5
2.5
C.V.
1
3
2006 <
1
0.5
C.V.
1.2
4
2006
5.9
5.9
n
41
4
2006 <
1
0.5
n
33
5
2006
5
2006
3.9
3.9
6
2006
1.
1.0
Mult Factor =
2.6
6
2006 <
1.1
0.6
Mult Factor =
3.2
7
2006
Max. Value
39 ntu
7
2006
1.4
1.4
Max. Value
28 mg/L
8
2007
Max. Pred Cw
103 ntu
8
2006 <
1
0.5
Max. Pred Cw
89 mg/L
9
2007
7.8
7.8
9
2007
2.5
2.5
10
2007
2.7
2.7
10
2007 <
3.3
1.7
11
2007
8.8
8.8
11
2007 <
20
10.0
12
2007
20.
20.0
12
2007 -
5.1
5.1
13
2007
1.2
1.2
13
2007
1
0.5
14
2007
7.5
7.5
14
2007
3.3
3.3
15
2007
3.7
3.7
15
2007
3.3
1.7
16
2007
6.6
6.6
16
2007
3.3
1.7
17
2007
1.
1.0
17
2007
4.7
4.7
18
2007
1t.
11.0
16
2007
5.5
6.5
19
2007
4.7
4.7
19
2007
7.3
7.3
20
2008
12.
12.0
20
2007
1.9
1.9
21
2008
1.9
1.9
21
2008
16.5
16.5
22
2008
1.5
1.5
22
2008
5.
5.0
23
2008
1.
1.0
23
2008
11.5
11.5
24
2008
1.7
1.7
24
2008
10.
10.0
25
2008
9.
9.0
25
2008
3.3
3.3
26
2008
2.2
2.2
26
2008
1.1
1.1
27
2008
5.
5.0
27
2008
1.
1.0
28
2008
9.
9.0
28
2008
3.3
3.3
29
2008
3.9
3.9
29
2008
20.
20.0
30
2008
22.
22.0
30
2008
1.7
1.7
31
2008
1.7
1.7
31
2008
3.4
3.4
32
2009
2.2
2.2
32
200$
1.1
1.1
33
2009
4.8
4.8
33
2009
5.3
5.3
34
2009
2.
2.0
34
35
2009
20.
20.0
35
36
2009
12.
12.0
36
37
2009
39.
39.0
37
38
2009
21.
21.0
38
39
2009
12.
12.0
39
40
2009
1.3
1.3
40
41
2009
1.1
1.1
41
42
2010
1.
1.0
42
43
2010
1.5
1.5
43
44
2010
2.5
2.5
44
45
2010
45
46
2010
46
47
2010
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
74705 RPA Magellan - Chadotte South Terminal I, data
-4- 10/27/2010

REASONABLE POTENTIAL ANALYSIS
Naphthalene
Oil & Grease
Date Data
BDL=112DL
Results
Date
Data
BDL=112DL
Results
1
2006 <
2
1.0
Std Dev.
0.7026
1
<
5.
2.6
Std Dev.
1
2
2006 <
2
1.0
Mean
2.0313
2
<
5.
2.5
Mean
3
3
2006 <
2
1.0
C.V.
0.3459
3
<
5.
2.5
C.V.
0.2
4
2006 <
2
1.0
n
48
4
<
5.
2.6
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 =
1
7
2006 <
2
1.0
Max. Value
2.5 ug/L
7
5.
5.0
Max. Value
5 mg,/
8
2006 <
2
1.0
Max. Pred Cw
3.5 ug/L
8
<
5.
2.5
Max. Pred Cw
6 mg/
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.
2.6
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
5.
5.0
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
5.
5
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.
2.6
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
74705 RPA Magellan - Charlotte South Terminal I, data
-3- 10/27/2010

REASONABLE POTENTIAL ANALYSIS
Ethylbenzene
Xylene
Date Data
BDL=112DL
Results
Date Data
BDL=112DL
Results
1
2006 <
5.
2.5
Sid Dev.
0
1
2006 <
5.
2.5
Sid 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
Mull 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. Fred Cw
2.5 ug/L
8
2006 <
5.
2.5
Max. Pred Cw
2.5 ug/L
8
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
16
2007 <
5.
2.5
19
2007 <
5.
2.50
19
2007 <
5.
25
20
2007 <
5.
2.50
20
2007 <
5.
25
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.
25
24
2008' <
5.
2.50
24
2008 <
5.
2.5
25
2008.<
5.
2.50
25
2008 <
5.
2S
26
2008 <
5.
2.50
26
2008 <
5.
2.5
27
2008,<
5.
2.50
27
2008 <
5.
25
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
20081<
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 I <
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.
25
45
2010 <
5.
2.50
45
2010 <
5.
2.5
46
2010 <
5.
2.50
46
2010 <
5.
2.5
47
2010 <
5.
250
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
64
54
55
55
68
56
57
57
58
58
59
59
60
60
199
199
200
1
200
74705 RPA Magellan-Chado6e South Terminal I, data
-2- 10/27/2010

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 ug2
8
2006 <
5.
2.5
Max Fred Ow
2.5 ug/L
8
2006 <
5.
2.5
Max. Pred Cw
2.5 ug4.
9
2007
5.
2.5
9
2007 <
5.
2.5
10
2007 <
5,
2.5
10
2007 <
5.
2.5
11
2007 <
5.
2.6
11
2007
5.
2.5
12
2007 <
5.
2.6
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.
2.6
23
2008,<
5,
2.5
23
2008 <
5.
2.5
24
20W <
5.
2.5
24
2008
5.
2.6
25
2008;<
5.
2.5
25
2008 <
5.
2.6
26
20081<
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
20W<
5.
2.5
30
2008. <
5.
2.5
31
2008 <
5.
2.5
31
2008 <
5.
2.5
32
20081<
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
20091<
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.
2.6
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.
z.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
74705 RPA Magellan - Charlotte South Terminal I, data
-1 - 10/27/2010

SOC PRIORITY PROJECT: Yes No X
To: Western NPDES Program Unit
Surface Water Protection Section
Attention: Dina Sprinkle
Date: January 29, 2010
NPDES STAFF REPORT AND RECOMMENDATION
County: Mecklenburg
Permit No. NCO074705
PART I - GENERAL INFORMATION
1. Facility and address: Magellan Terminals Holdings, LP -Charlotte
Formerly Williams Energy Ventures
7145 Old Mount Holly Road
Charlotte, North Carolina 28130
2. Date of investigation: January 21-2010
3. Report prepared by: Samar Bou-Ghazale, Env. Engineer II
4. Persons contacted and telephone number: Mr. Mike Harris, Lead Operator; [phone].
5. Directions to Site: From the junction of I-85 and Highway 27 in Charlotte, travel west on
Highway 27 (Freedom Drive) approximately three (3) miles to Old Mt. Holly Road. Turn
right onto Old Mt. Holly Road and travel approximately 0.75 mile to facility located on the
right (south) side of the road.
6. Discharge Point(s). List for all discharge points:
Latitude: 350 16' 42" Longitude: 800 55' 30"
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 Paw 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 Paw Creek.
a. Classification: C
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: Wastewater from the loading rack is directed to an oil water
separator, a carbon filter and a holding tank. Storm water run-off from the tank
area discharges to a containment area located on the south side of the property.
f. Please provide a description of proposed wastewater treatment facilities: N/A
g. Possible toxic impacts to surface waters: Due to nature of the wastewater there
could be some toxicity concern.
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
licensed waste disposal facility for removal and disposal.
3. Treatment plant classification (attach completed rating sheet): Class I
4. SIC Code(s): 5171
Primary: 39
Main Treatment 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: N/A.
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.
Spray irrigation: N/A
Connection to regional Sewer System: N/A
Discharge to an infiltration gallery: 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? There are no groundwater
concerns. The facility stores a variety of hazardous materials typically associated with
bulk storage facilities. Air Quality Permit for this facility is not required by Mecklenburg
County.
PART IV - EVALUATION AND RECOMMENDATIONS
Magellan Midstream Partners LP is requesting an NPDES Permit renewal for the
discharge of treated wastewater. The wastewater is generated from an oil water separator and
stormwater runoff.
NPDES Permit Staff Report

No changes to the wastewater treatment were made since the last permit renewal. The
only change is the addition of one ethanol tank. The facility has 7 tanks on this site, three
gasoline tanks, three diesel tanks, and one ethanol tank.
Pending review and approval by the Western NPDES Program Unit, It is recommended
that the NPDES permit be renewed.
�-MSi e ofnReport Preparer
X /7 4L—'
Water Quality Regional Supervisor
�29�LolD
Date
NPDES Permit Staff Report

13MMAGELLRANam
Environmental Department
One Williams Center
P.O. Box 22186, MD 27-3
Tulsa, OK 74121-2186
December 22, 2009
Mrs. Dina Sprinkle
NC DENR / DWQ / Point Source Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: NPDES Sludge Management
Magellan Terminals Holdings, LP. — Charlotte I Terminal
Permit No. NCO074705
Dear Ms. Sprinkle:
At the Charlotte I Terminal stormwater is not treated by any method before discharge and therefore solids
are not generated by a wastewater treatment system. Stormwater collected in the storage tank
containment area and stormwater from the ethanol skid are the only waters that are discharged at this
facility.
Should you have questions, or need additional information related to the application, please feel free to
contact me at [phone].
Sincerely,
r
Chris M. Nelson
Environmental Specialist
Enclosures
cc: Charlotte II Water Quality Files — Tulsa

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 INCO074705
Please print or type.
1. Contact Information:
Owner Name
Facility Name
Mailing Address
City
State / Zip Code
Telephone Number
Fax Number
e-mail Address
Magellan Midstream Partners, L.P.
Magellan Terminals Holdings, L.P. - Charlotte I Terminal
One Williams Center, MD 27-3
Tulsa
OK 74172
918-574-7380
918-574-7247
[e-mail]
2. Location of facility producing discharge:
Check here if same as above ❑
Street Address or State Road
City
State / Zip Code
County
7145 Old Mt. Holly Road
Charlotte
NC 28214
Mecklenburg
3. Operator Information:
Name of the firm, consultant or other entity that operates the facility. (Note that this is not referring to the
Operator in Responsible Charge or ORC)
Name Magellan Terminals Holdings,
Mailing Address One Williams Center, MD 27-3 s
City Tulsa
State / Zip Code OK 74172 L
Telephone Number 918-574-7380
Fax Number 918-574-7247 DENR - WATER QUALITY
-""'NIT cr11 PC;E BRANCH
Page 1 of 5 0-MI 10/08

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
4. Ownership Status:
Federal ❑ State ❑ Private ® Public ❑
S. Standard Industrial Classification (SIC) code(s): 4226
6. Number of employees: 5
7. Describe the 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 wastewater discharge is storm water. The facility has no wastewater treatment system.
8. Is facility covered under federal effluent limitation guidelines? No ® Yes ❑
If yes, specify the category?
9. Principal product(s) produced: None
Principal raw material(s) consumed: None
Briefly describe the manufacturing process(es):_No products are manufactured at this facility.
The facility is a fuel terminal, receiving and loading bulk fuels such as gasoline and distillate fuels.
10. Amount of principal product produced or raw material consumed
tList Sl7P_C_If1C'_ l7mmintC rn"Q1jMCP7 rinrlInr ilnifc of nvtnr tE» 1.- -+ +Z,- - •.�i...n1
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 ❑
If intermittent:
Days per week discharge occurs: All
Intermittent
Duration: Variable
Page 2 of 5 GMI 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
Storm water - monthly average
500,000 gallons/month
Other - monthly average
Explain:
Monthly Average
total discharge (all types)
500,000 gallons/month
13. Number of separate discharge points: 1 Outfall Identification number(s) Outfall 001
14. Name of receiving stream(s) (Provide a map shoufing the exact location of each outfall, including
latitude and longitude):
Unnamed tributary to Paw Creek in the Catawba River Basin
Page 3 of 5 C-MI 10/08

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 Iisted. 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 one analysis is reported, report as daily maximum.
NOTE: Permittees requesting renewal should complete the table ONLY for the parameters
currren 1v monitored_ Suummaris-p t_hp nmaf q 7lp_tTva Af acnisari# rinfrn
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Biochemical Oxygen Demand (BOD5)
Chemical Oxygen Demand (COD)
Total Organic Carbon
Total Suspended Solids
14.000
3.939
mg/ L
Ammonia as N
Temperature (Summer)
Temperature (Winter)
pH
Fecal Coliform (If sanitary waste is
present)
Total Residual Chlorine (if chlorine is
used)
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 Permit Number
Hazardous Waste (RCRA)
UIC (SDWA)
NPDES
PSD (CAA)
Non -attainment program (CAA)
NESHAPS (CAA)
Ocean Dumping (MPRSA)
Dredge or fill (Section 404 or CWA)
Other Air Permit 08-036-633
17. List any chemicals that may be discharged (Please list and explain source and potential
amounts.)
Please refer to the attached table for a summary of all chemical analyses performed during the
past three (3) years.
Page 4 of 5 C-MI 10108

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 ED
19. Applicant Certification
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
Rick A. Olson Senior Vice President Operations & Technical Services
Printed name of Person Signing Title
Signature of Applicant
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
required to be maintained under Article 21 or regulations of the Environmental Management Commission
implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or
monitoring device 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 10108

Charlotte I Terminal - Summary of Storm Water Analyses 2006-2009
Analysis Results with Units
Flow
TSS
Benzene
Naphthalene
Oil & Grease
Xylenes
Toluene
Ethyl benzene
Turbidity
Sampling Date
MGD
mg/L
pg/L
mg/L
mg/L
pg/L
pg/L
pg/L
NTU
10/17/2006
0.0090
<1.7
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
<1.0
10/18/2006
0.0030
10/27/2006
0.0140
10/30/2006
0.0030
11/7/2006
0.0030
11/8/2006
0.0040
11/15/2006
0.0050
11/16/2006
0.0090
11/22/2006
0.0130
4.300
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
7.800
12/8/2006
0.0040
1.700
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
2.700
12/22/2006
0.0110
12/27/2006
0.0090
1/2/2007
0.0070
1/8/2007
0.0130
1/18/2007
0.0070
1/26/2007
0.0120
2.700
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
8.800
2/14/2007
0.0070
8.000
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
20.000
2/23/2007
0.0040
2/28/2007
0.0070
3/2/2007
0.0170
3/30/2007
0.0080
3.700
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
1.200
4/13/2007
0.0170
5.800
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
7.500
4/16/2007
0.0120
4/23/2007
0.0050
4/27/2007
0.0100
6/14/2007
0.0070
6/27/2007
0.0070
5.500
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
3.700
8/27/2007
0.0270
8/31/2007
0.0080
4.200
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
6.600
10/26/2007
0.0040
10/31/2007
0.0050
1.400
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
1.000
1/4/2008
0.0050
1/11/2008
0.0040
1/25/2008
0.0090
<3.3
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
11.000
2/19/2008
0.0070
<1.7
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
4.700
2/26/2008
0.0070
3/6/2008
0.0040
3/7/2008
0.0080
3/13/2008
0.0050
3.600
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
12.000
3/17/2008
0.0050
4/7/2008
0.0100
4/18/2008
0.0170
<1.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
1.900
4/28/2008
0.0070
5/21/2008
0.0070
1.100
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
1.500
5/28/2008
0.0120
7/7/2008
0.0140
7/8/2008
0.0020
7/9/2008
0.0100
7/18/2008
0.0050
1.100
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
<1.0
7/31/2008
0.0070
8/26/2008
0.0220
<3.3
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
1.700
8/27/2008
0.0300
9/5/2008
0.0050

Charlotte I Terminal - Summary of Storm Water Analyses 2006-2009
Analysis Results with Units
Flow
TSS
Benzene
Naphthalene
Oil & Grease
Xylenes
Toluene
Ethyl benzene
Turbidity
Sampling Date
MGD
mg/L
pg/L
mg/L
mg/L
pg/L
pg/L
pg/L
NTU
9/10/2008
0.0050
9/11/2008
0.0030
9/30/2008
0.0100
1.700
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
9.000
10/9/2008
0.0080
10/28/2008
0.0070
<1.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
2.200
11/21/2008
0.0070
2.200
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
5.000
12/30/2008
0.0100
2.500
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
9.000
3/31/2009
0.0100
3.800
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
3.900
6/2/2009
0.0070
6/28/2009
0.0120
14.000
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
22.000
7/17/2009
0.0030
< 8.3
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
1.700
8/17/2009
0.0170
8/25/2009
0.0040
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
2.200
9/22/2009
0.0100
3.600
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
4.800
10/22/2009
0.0040
< 2.5
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
2.000
10/27/2009
0.0030
10/28/2009
0.0140
Daily Maximum 14.000
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
22.000
Average
3.939
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
6.156

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TRUCK LOADI
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50D GALSUMP �B
1000 GAL TANK Ak
W • S A,
GAL ADDITIVE
�► DIKE CAPACITY
1,601,842 GAL y
Latitude 35' 16' 45" N
Longitude 80O 55I 30II W
DIKE CAPACITY
=► 911,943.6 GAL
0"
✓T
LEGEND:
.........ASPHALT
— ..............................FENCE ! ! E
............................................GATE
- — = — = .....................................DRAIN
.................................FIRE :dYDRANT
...................................... UTILITY POLE
..............................................VALVE
. ................ ABOVE GROUND PIPING
.................SURFACE FLOW DIRECTION
= ...... ABOVE GROUND STORAGE TANK
�............. UNDER GROUND STORAGE TANK
® ............................... FIRE EQUIPMENT
0.......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 GRN�EL 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 (NO. 9).
4.) RESPONSE EQUIPMENT IS LOCATED IN THE
WAREHOUSE SOUTH OF THE OFFICE.
�;, ; I• 5.) ALL 4 ADDITIVE TANKS HAVE SECONDARY
CONTAiNMENT.
SCALE: 1 -
YM ow III MMAEGELLAM RAIV
MAGELLAN TERMINALS HOLDINGS, L.P.
Science Applications
International Corr
FIGURE 1 & FIGURE 7
SPCC SITE MAP & DRAINAGE PLAN
CHARLOTTE TERMINAL NO. 1
434-FIG 1 &2-1