NCG510555_Fact Sheet_20210702

Fact Sheet
NPDES Permit No. NCG510555
Permit Writer/Email Contact: Derek Denard / [e-mail]
Date: 02Ju12021
Division/Branch: NC Division of Water Resources/Water Quality Permitting Section
Compliance & Expediated Permitting Branch
Permitting Action:
❑X Renewal
❑ Renewal with Expansion
❑ New Discharge
❑ Modification (Fact Sheet should be tailored to mod request)
See Permit Application Attachment A NCG510555 Application _20201124_69p
Complete applicable sections below. If not applicable, enter NA.
1. Basic Facility Information
Facility Information
Applicant/Facility Name:
Magellan Terminals Holdings, L.P./ Magellan Charlotte II Terminal
Applicant Address:
One Williams Center MD 27, Tulsa, OK 74172
Facility Address:
7924 Old Mt. Holly Road, Charlotte, NC 28214
Permitted Flow:
Not Limited
Facility Type/Waste:
100% Industrial, groundwater remediation, petroleum
Facility Class:
NA for NCG510000
Treatment Units:
• Groundwater Recovery Wells
• An Oil/Water separators with a rated flow capacity of 25 gpm, a !
minute detention time and a free product disposal method that
utilizes a 55 gallon drum for free product collection
• An air stripper that is present in the treatment building, but is
bypassed due to facility air permit requirements
• Two (2) carbon adsorption units; rate 30 gpm; in series; each 250
lbs; carbon breakthrough time: 55 months
• Turbine flow meter
• An Effluent discharge line, and
• A Discharge outfall.
Pretreatment Program (Y/N)
No
County:
Mecklenburg
Region
Mooresville
Page 1 of 6

Briefly describe the proposed permitting action and facility background:
This facility is an industrial (flow <1 MGD) collecting stormwater from a Surface -Water Pollution
Prevention System in proximity to above -ground storage tanks (ASTs). Facilities include surface bulk -
storage of petroleum hydrocarbon fuels in excess of one million gallons, and fuel -truck loading racks.
The stormwater component for this facility is covered under Individual NPDES permit NC0005185 as
Outfall 006.
Significant changes to the facility include the removal of a groundwater remediation system (Outfall 007)
to certificate of coverage (COC) NCG510555 under General Permit NCG510000. No discharge has
occurred to date from Outfall 007 has been containerized and hauled offsite. The permittee is seeking
coverage under the general permit mainly because they wish for their contractor for groundwater
remediation to manage the complete operation and self -monitoring for the system on their behalf.
2. Receiving Waterbodv Information:
Receiving Waterbody Information
Outfalls/Receiving Stream(s):
Outfall 007/UT to Long Creek
Stream Segment:
11-120-(2.5)
Stream Classification:
WS-IV
Drainage Area (mi2):
0.01
Summer 7Q10 (cfs)
0
Winter 7Q10 (cfs):
0
30Q2 (cfs):
0
Average Flow (cfs):
0
IWC (% effluent):
100%
303(d) listed/parameter:
Not listed. See Attachment B_2018 NC Integrated Report
072519 p402
Subject to TMDL/parameter:
Yes/Lake Wylie for TN & TP
Basin/Sub-basin/HUC:
Catawba/03-08-34/030501011403
USGS Topo Quad:
Mt. Island Lake, NC
Outfall 007 location: 35°16'59"N 80°56'25"W (35.2831, -80.9403).
Map has a mistake of Latitude 36°
3. Effluent Data Summary
No discharge has occurred for Outfall 006.
Page 2 of 6

4. Instream Data Summary
Instream monitoring may be required in certain situations, for example: 1) to verify model predictions
when model results for instream DO are within 1 mg/1 of instream standard at full permitted flow; 2) to
verify model predictions for outfall diffuser; 3) to provide data for future TMDL; 4) based on other
instream concerns. Instream monitoring may be conducted by the Permittee, and there are also
Monitoring Coalitions established in several basins that conduct instream sampling for the Permittee (in
which case instream monitoring is waived in the permit as long as coalition membership is maintained).
If applicable, summarize any instream data and what instream monitoring will be proposed for this
permit action: NA.
Is this facility a member of a Monitoring Coalition with waived instream monitoring (Y/N): NA.
Name of Monitoring Coalition: NA.
5. Compliance Summary
Summarize the compliance record with permit effluent limits (past 5 years): BIMS indicated missing
information for Outfall 007. According to the renewal application, no discharge has occurred for Outfall
007, which will be transferred to coverage under general permit NCG510000. [See Attachment
C NC0005185 Monitoring Report Violations_lp & Attachment D NC0005185 Other Violations_lp]
Summarize the compliance record with aquatic toxicity test limits and any second species test results
(past 5 years): No toxicity monitoring was conducted for Outfall 007.
Summarize the results from the most recent compliance inspection: The facility had some issues with
operator visitation as noted in the most recent compliance inspection. [See Attachment
E NC0005185_Compliance Evaluation Inspection_20201117]
6. Water Quality -Based Effluent Limitations (WQBELs)
Dilution and Mixing Zones
In accordance with 15A NCAC 2B.0206, the following streamflows are used for dilution considerations
for development of WQBELs: 1Q10 streamflow (acute Aquatic Life); 7Q10 streamflow (chronic Aquatic
Life; non -carcinogen HH); 30Q2 streamflow (aesthetics); annual average flow (carcinogen, HH).
If applicable, describe any other dilution factors considered (e.g., based on CORMIX model results): NA.
If applicable, describe any mixing zones established in accordance with 1 SA NCAC 2B. 0204(b): NA.
Oxygen -Consuming Waste Limitations
Limitations for oxygen -consuming waste (e.g., BOD) are generally based on water quality modeling to
ensure protection of the instream dissolved oxygen (DO) water quality standard. Secondary TBEL limits
(e.g., BOD= 30 mg/1 for Municipals) may be appropriate if deemed more stringent based on dilution and
model results.
If permit limits are more stringent than TBELs, describe how limits were developed: NA.
Page 3 of 6

Ammonia and Total Residual Chlorine Limitations
Limitations for ammonia are based on protection of aquatic life utilizing an ammonia chronic criterion of
1.0 mg/1 (summer) and 1.8 mg/1 (winter). Acute ammonia limits are derived from chronic criteria,
utilizing a multiplication factor of 3 for Municipals and a multiplication factor of 5 for Non -Municipals.
Limitations for Total Residual Chlorine (TRC) are based on the NC water quality standard for protection
of aquatic life (17 ug/1) and capped at 28 ug/1 (acute impacts). Due to analytical issues, all TRC values
reported below 50 ug/1 are considered compliant with their permit limit.
Describe any proposed changes to ammonia and/or TRC limits for this permit renewal: NA.
Reasonable Potential Analysis (RPA) for Toxicants
Not applicable, conduct RPA analysis and complete information below.
The need for toxicant limits is based upon a demonstration of reasonable potential to exceed water quality
standards, a statistical evaluation that is conducted during every permit renewal utilizing the most recent
effluent data for each outfall. The RPA is conducted in accordance with 40 CFR 122.44 (d) (i). The NC
RPA procedure utilizes the following: 1) 95% Confidence Level/95% Probability; 2) assumption of zero
background; 3) use of Y2 detection limit for "less than" values; and 4) streamflows used for dilution
consideration based on 15A NCAC 2B.0206. Effective April 6, 2016, NC began implementation of
dissolved metals criteria in the RPA process in accordance with guidance titled NPDES Implementation of
Instream Dissolved Metals Standards, dated June 10, 2016.
Toxicity Testing Limitations
Permit limits and monitoring requirements for Whole Effluent Toxicity (WET) have been established in
accordance with Division guidance (per WET Memo, 8/2/1999). Per WET guidance, all NPDES permits
issued to Major facilities or any facility discharging "complex" wastewater (contains anything other than
domestic waste) will contain appropriate WET limits and monitoring requirements, with several
exceptions. The State has received prior EPA approval to use an Alternative WET Test Procedure in
NPDES permits, using single concentration screening tests, with multiple dilution follow-up upon a test
failure.
Describe proposed toxicity test requirement: Toxicity Monitoring is not required under General Permit
NCG510000.
Mercury Statewide TMDL Evaluation
There is a statewide TMDL for mercury approved by EPA in 2012. The TMDL target was to comply with
EPA's mercury fish tissue criteria (0.3 mg/kg) for human health protection. The TMDL established a
wasteload allocation for point sources of 37 kg/year (81 lb/year), and is applicable to municipals and
industrial facilities with known mercury discharges. Given the small contribution of mercury from point
sources (-2% of total load), the TMDL emphasizes mercury minimization plans (M1VIPs) for point source
control. Municipal facilities > 2 MGD and discharging quantifiable levels of mercury (>1 ng/1) will
receive an MMP requirement. Industrials are evaluated on a case -by -case basis, depending if mercury is a
pollutant of concern. Effluent limits may also be added if annual average effluent concentrations exceed
the WQBEL value (based on the NC WQS of 12 ng/1) and/or if any individual value exceeds a TBEL
value of 47 ng/1
Page 4 of 6

Describe proposed permit actions based on mercury evaluation: NA.
Other TMDL/Nutrient Management Strategy Considerations
If applicable, describe any other TMDLs/Nutrient Management Strategies and their implementation
within this permit: Lake Wylie has TMDLs for Total Phosphorus and Total Nitrogen. Nutrients are not a
concern for groundwater remediation under General Permit NCG510000.
Other WQBEL Considerations
If applicable, describe any other parameters of concern evaluated for WQBELs: See General Permit
NCG510000 permit and files.
If applicable, describe any special actions (HQW or ORW) this receiving stream and classification shall
comply with in order to protect the designated waterbody: Waters classified as HQW/ORW are excluded
from coverage under General Permit NCG510000.
If applicable, describe any compliance schedules proposed for this permit renewal in accordance with
15A NCAC 2H.0107(c) (2) (B), 40CFR 122.47, and EPA May 2007 Memo: NA.
If applicable, describe any water quality standards variances proposed in accordance with NCGS 143-
215.3(e) and 15A NCAC 2B. 0226 for this permit renewal: NA.
7. Technology -Based Effluent Limitations (TBELs)
General Permit NCG510000 has a TBEL of 30 mg/1 for TSS. See permit file for NCG510000 for
information.
8. Antidegradation Review (New/Expanding Discharge):
The objective of an antidegradation review is to ensure that a new or increased pollutant loading will not
degrade water quality. Permitting actions for new or expanding discharges require an antidegradation
review in accordance with 15A NCAC 2B.0201. Each applicant for a new/expanding NPDES permit
must document an effort to consider non -discharge alternatives per 15A NCAC 2H.0105( c)(2). In all
cases, existing instream water uses and the level of water quality necessary to protect the existing use is
maintained and protected.
If applicable, describe the results of the antidegradation review, including the Engineering Alternatives
Analysis (EAA) and any water quality modeling results: NA.
9. Antibacksliding Review:
Sections 402(o)(2) and 303(d)(4) of the CWA and federal regulations at 40 CFR 122.44(1) prohibit
backsliding of effluent limitations in NPDES permits. These provisions require effluent limitations in a
reissued permit to be as stringent as those in the previous permit, with some exceptions where limitations
may be relaxed (e.g., based on new information, increases in production may warrant less stringent TBEL
limits, or WQBELs may be less stringent based on updated RPA or dilution).
Are any effluent limitations less stringent than previous permit (YES/NO): No.
If YES, confirm that antibacksliding provisions are not violated: NA.
10. Monitoring Requirements
Page 5 of 6

Monitoring frequencies for NPDES permitting are established in accordance with the following
regulations and guidance: 1) State Regulation for Surface Water Monitoring, 15A NCAC 2B.0500; 2)
NPDES Guidance, Monitoring Frequency for Toxic Substances (7/15/2010 Memo); 3) NPDES Guidance,
Reduced Monitoring Frequencies for Facilities with Superior Compliance (10/22/2012 Memo); 4) Best
Professional Judgement (BPJ). Per US EPA (Interim Guidance, 1996), monitoring requirements are not
considered effluent limitations under Section 402(o) of the Clean Water Act, and therefore anti -
backsliding prohibitions would not be triggered by reductions in monitoring frequencies.
For instream monitoring, refer to Section 4.
11. Electronic Reporting Requirements
The US EPA NPDES Electronic Reporting Rule was finalized on December 21, 2015. Effective
December 21, 2016, NPDES regulated facilities are required to submit Discharge Monitoring Reports
(DMRs) electronically. Effective December 21, 2020, NPDES regulated facilities will be required to
submit additional NPDES reports electronically. This permit contains the requirements for electronic
reporting, consistent with Federal requirements.
Currently, electronic reporting is not required for NCG510000.
12. Summary of Proposed Permitting Actions:
Not applicable. For information, please see the permit file or General Permit NCG510000.
13. Public Notice Schedule:
Not applicable for a certificate of coverage (COC) under General Permit NCG510000. For information
for the renewal and public notice of General Permit NCG510000, please the general permit files.
Per 15A NCAC 2H .0109 & .0111, The Division will receive comments for a period of 30 days following
the publication date of the public notice. Any request for a public hearing shall be submitted to the
Director within the 30 days comment period indicating the interest of the party filing such request and the
reasons why a hearing is warranted.
14. Fact Sheet Addendum (if applicable):
Were there any changes made since the Draft Permit was public noticed (Yes/No): NA.
If Yes, list changes and their basis below: NA.
15. Fact Sheet Attachments (list in order of reference):
A. NCG510555_Application_20201124_69p
B. 2018 NC Integrated Report 072519 p402
C. NC0005185_Monitoring Report Violations_lp
D. NC0005185_Other Violations_lp
E. NC0005185_Compliance Evaluation Inspection _20201117_7p
F. Peer Review _20210415_lp
G. Permittee Comments _20210504_6p
H. PWS Review_Memo _20210527_3p
I. I_Permittee Receipt of Final_20210609_2p
Page 6 of 6

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
S. DANIEL SMITH
Director
Magellan Terminals Holdings, LP
Attn: Kyle Krshka, Dir. of Operations
13424 W 98th St
Lenexa, KS 66215
NORTH CAROLINA
Environmental Quality
December 03, 2020
Subject: Permit Application
Application No. NCG510555
Magellan Terminals Holdings L.P. Charlotte II Terminal
Mecklenburg County
Dear Applicant:
The Water Quality Permitting Section acknowledges receipt of your application for a new NPDES WW permit, including
supporting documentation and your check number 1652478 in the amount of $100.00 as payment of the application fee.
These items were received in our offices on November 24, 2020. Your application will be assigned to a permit writer
within the Section's NPDES WW permitting branch. The permit writer will contact you if additional information is required
to complete evaluation of your application. Your timely and direct response to any such request will help to expedite the
review process. Please note that acceptance of the application does not guarantee a NPDES permit will be issued for the
proposed activity. A permit will only be issued following a complete review of the application, concluding the proposed
discharge is allowable per applicable statutes and rules.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deq.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sincerely,
ite/(44AL
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
ec: WQPS Laserfiche File w/application
North Caro na Department of Environmental Quality I D,vson of Water Resources
Mcoresv 'e Regan' Off se 1610 East Center Avenue, Suite 301 I Mooresv P, North Caro, na 28115
704-663-1699

MAGELLAN�M
I� MUDS IRI AM PARTNERS, L.P.
November 17, 2020
Derek Denard, Environmental Specialist
NC DENR Division of Water Resources
Water Quality Permitting Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
RE: NCG510000 New Application for Magellan Charlotte II Terminal
7924 Mount Holly Road
Charlotte, North Carolina 28124
Dear Mr. Denard:
Environmental Department
13424 West 98th Street
Lenexa, Kansas 66215
RECEIVED
NOV 2 4 2020
NCDEQ/DWR/NPDES
Magellan Terminals Holdings, L.P. (Magellan) has prepared an application to discharge treated
groundwater from the groundwater remediation system at the Charlotte II Terminal (Terminal) to Outfall
007 under General Permit #NCG51000 (General Permit). Remediation system discharges to Outfall 007
are currently covered under Individual NPDES Permit #NC0005185. The individual permit covers
discharges from both Outfall 006 (designated for Terminal stormwater discharges) and Outfall 007
(designated for remediation system discharges). Magellan is seeking coverage for remediation system
discharges to Outfall 007 under the General Permit. To date, no treated groundwater from the
remediation system has been discharged through Outfall 007; all treated groundwater has been
containerized and transported off -site for disposal.
The Terminal is located at 7924 Mount Holly Road and the groundwater remediation system building is
located on the adjoining property at 8026 Mount Holly Road in Charlotte, Mecklenburg County, North
Carolina. A facility location map is attached as Figure 1. A map showing the location of NPDES
Outfalls 006 and 007, the location of the existing dedicated piping for conveying remediation system
discharges to Outfall 007, and the receiving water body is attached as Figure 2. A process flow diagram
for the remediation system is attached as Figure 3. Additional application attachments include the
following: a summary table of remediation system discharge analytical data (Table 1), method used to
calculate carbon breakthrough time (Attachment 1), Engineering Alternatives Analysis (Attachment 2),
final plans for the remediation system (Attachment 3), and laboratory analytical report for the remediation
system discharge sample (Attachment 4).
If you have any questions regarding the attached application, please contact Jennifer Shelton of WSP, at
608-669-9237 or by email at jennifer.shelton(a,wsp.com.
Sincerely,
Andrea Christensen
Sr. Environmental Remediation Specialist
Enclosure: NCG51000 New Application

ATA
NCDENRApplication for Coverage Under General Permit
Division of Water Resources
National Pollutant Discharge Elimination System (NPDES)
NCG510000
Authorization to Construct groundwater remediation projects designed
to treat petroleum -contaminated groundwater.
NOTICE OF INTENT
[Required by 15A NCAC 02H .0127(d)]; [term definition see 15A NCAC 02H .0103(19)]
FOR AGENCY USE ONLY
Date Received
Year
Month
Day
I i
aci
0-C
Certifcate of Coverage
N C G
5
1 O5
5 5
Check #
Amount
I(.6.-11
SIloo,ty
Assigned To:
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Company Name Magellan Terminals Holdings, L.P.
Company Contact Andrea Christensen
Street Address 13424 West 98th Street
City Lenexa State KS zip 66215
Telephone # [phone] Fax
2) Location of facility producing discharge:
Facility Name Magellan Charlotte II Terminal
Facility Contact Mark Bowen
Street Address 7924 Mount Holly Road
City Charlotte State NC zIP 28214
County Mecklenburg
Telephone # [phone] Fax [phone]
3) Physical location information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and distance
and direction from a roadway intersection).
3 miles east of Highway 485 on NC-27/Mount Holly Road. Facility is located north of Mount Holly Road
(A copy of a county map or USGS quad sheet with facility clearly located on the map is required to be submitted
with this application.)
See Figure 1 for facility location map
4) This NPDES permit application applies to which of the following:
X New [term definition see 15A NCAC 02H .0103(16)] or Proposed
Does the facility have an approved CAP? Yes 0 No
If yes, date approved: July 11, 2005
If no, please contact the Regional Office Groundwater Section to determine the status of CAP approval and/or
authorization to proceed if immediate remediation is recommended.
Regional Office contact person: Ron Taraban
Site Ranking (A - E): 1210D GW incident #: 5308, 15619, 914
❑ Modification
Please describe the modification:
❑ Renewal
Please specify existing permit number and original issue date:
Page 1 of 5 Revised 9/1/13

NCG510000 New Application
5) Does this facility have any other NPDES permits [term definition see 15A NCAC 02H .0103(15)]?
181 Yes - If yes, list the permit numbers for all current NPDES permits for this facility: NC0005185
0 No
6) Description of discharge: [Required by 15A NCAC 02H .0105(c)(1)]
a) Is the discharge directly to the receiving water? XI Yes
potential receiving waters clearly marked.
b) Number of discharge points (ditches, pipes, etc. that convey wastewater from the property): 1 (Outfall 007)
c) Volume of discharge per each discharge point (in GPD): 300 gallons/day (estimated peak discharge)
See Figure 2 for location of discharge
point
0 No - If no, submit a site map with the pathway to the
7) Discharge frequency: [Required by 15A NCAC 02H .0105(c)(1)]
a) The discharge is: 0 Continuous
CI Intermittent - If the discharge is intermittent, describe when the discharge will occur:
The discharge occurs whenever the oil/water separator reaches a high-water level.
The frequency of the discharge varies and the duration per discharge varies.
b) What is the source(s) of contamination (i.e. gasoline, diesel, solvents, etc.)?:
Gasoline and diesel
General permits may be obtained for gasoline and/or heavy fuel contamination. An individual permit application must be
submitted for sites contaminated with other constituents such as solvents and pesticides.
c) Is free product present?
X) Yes - If yes, a product storage tank and an oil/water separator are required. Free product is defined as any
measurable accumulation of 1/8" or more in a well or floating on surface water.
0 No
8) Treatment system components: [Required by 15A NCAC 02H .0105(c)(3)]
Please note: Final design specifications for the actual system that will be installed must be included in this section.
Do not submit this application if only bid specifications are known.
Check all of the following that apply:
1$I Oil/Water Separator
0 Other:
See Figure 3 for a Process -Flow Diagram
❑ Air Stripper j$1 Carbon Adsorption
Bypassed - see item (b) below
0 Filters
a) If an Oil/Water separator is present, please provide the following information:
i) Rated flow capacity of the unit (in GPM): 25 GPM
ii) Volume of unit (gal): 234 gallons
iii) Detention time (min): 9.4 minutes
iv) Free product disposal method: Free product is contained in a 55-gallon drum, which will be emptied via vacuum
truck, as needed, and taken off -site for proper disposal.
b) If an air stripper is present, please provide the following information:
Note: An air stripper is present in the treatment building, but is
i) Rated flow capacity of the unit (in GPM): bypassed due to facility air permit requirements.
ii) Air provided for stripping (in CFM):
iii) Air to Water ratio:
iv) Number of trays (if applicable):
(Removal efficiencies for all chemicals of concern should be included in this submittal. Efficiencies
should be expressed as a percentage, i.e. 98% or 0.98)
Page 2 of 5 Revised 9/1/13

NCG510000 New Application
c) If carbon adsorption is present, please provide the following information:
i) Rated flow capacity of the unit(s) (in GPM): 30 G P M
ii) Number of carbon units and arrangement if number exceeds one (i.e., in parallel or in series):
Two carbon units in series
iii) Pounds of carbon in each unit: 250 pounds
iv) Specify carbon breakthrough time: 55 months (see Attachment 1 for calculations)
(The method used to calculate breakthrough time must included in the submittal.)
d) If filters are used, please provide the following information:
i) Rated flow capacity of each unit(s) (in GPM): N/A
ii) Arrangement of particulate filters within the system: ❑ parallel 0 series
Solids disposal method: Spent carbon will be removed via vacuum truck by qualified vendors and properly disposed
off -site. N/A
If other components to be included, please specify:
e)
e)
9) Receiving waters: [Required by 15A NCAC 02H .0105(c1(U)]
See Figure 2 for location of receiving waters
a) What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility wastewater
discharges into? If the wastewater discharge is to a separate storm sewer system (4S), name the operator of the 4S
(e.g. City of Raleigh). Unnamed tributary to Long Creek
b) Stream Classification (i.e. WS-IV, C, SA, etc): WS-IV _
10) Alternatives to direct discharge:
[Evaluation required by G.S. 143-215.1(b)(5)(a) and 15A NCAC 02I I .0105(c)(2)1
See Attachment 2
Address the feasibility of implementing each of the following non -discharge alternatives:
a) Connection to a Municipal or Regional Sewer Collection System
b) Subsurface disposal (including nitrification field, infiltration gallery, injection wells, etc.)
c) Spray irrigation
The alternatives to discharge analysis should include boring logs and/or other information indicating that a subsurface
system is neither feasible nor practical as well as written confirmation indicating that connection to a POTW is not an
option. It should also include a present value of costs analysis as outlined in the Division's "Engineering Alternatives
Analysis (EAA) Guidance Document".
Additional Application Requirements:
For new or proposed discharges, the following information must be included in triplicate with this application or it will
be returned as incomplete; per 15A NCAC 02H .0105(c).
a) 7.5 minute series USGS topographic map (or a photocopied portion thereof) with discharge location clearly
indicated.
See Figure 1
b) A site map clearly tracing the pathway of the discharged water from the site to its discharge point, if the discharge is
not directly to a stream.
See Figure 2
c) If the discharge will cross or empty into any easements, right-of-ways, or other public/private property, i.e. DOT,
utilities, ditches, etc., before entering the permitted discharge stream, proof that approval was received from the
appropriate landowners and/or agencies must be provided prior to issuance of the permit.
N/A
Page 3 of 5 Revised 9/1/13

NCG510000 New Application
d) If this application is being submitted by a consulting engineer (or engineering firm), include documentation from the
applicant showing that the engineer (or fine) submitting the application has been designated an authorized
representative of the applicant; per 15A NCAC 02H .0138(b)(1).
e) Final plans for the treatment system (if application is for a new or modified permit). The plans must be signed and
sealed by a North Carolina registered Professional Engineer and stamped -"Final Design -Not released for
construction:" per 15A NCAC 02H .0139.
f) Final specifications for all major treatment components (if application is for a new or modified permit). The
specifications must be signed and sealed by a North Carolina registered Professional Engineer and shall include a
narrative description of the treatment system to be constructed, per 15A NCAC 02H .0139.
g) Site map identifying the location of the monitoring wells, the recovery wells, and the treatment system unit.
h) Analytical monitoring data which sufficiently characterizes the type and concentration of contaminants on site. This
includes a listing of any chemicals found with the maximum observed concentrations reported. The data provided
must be no older than one year prior to the date of this application. At a minimum, the following parameters must
N/A, submitted by applicant
See Attachment 3
See Attachment 3
See Figure 2
be reported: Benzene, Toluene, Ethylbenzene, Xylene, Lead, Phenol, MTBE, and 1,2-Dichlorethane. See Table 1 and
Attachment 4
CERTIFICATION
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing:
Title: Director of Operations
Kyle Krshka
(Please re "ew 5A for authorized signing officials)
—,, ///9/2 6
(Signat re of Applicant) (Date Signed)
North Carolina General Statute 143-215.6B provides that:
Any person who knowingly makes any false statement representation, or certification in any application, record, report,
plan, or other document filed or required to he maintained under this Article or a rule implementing this Article; or who
knowingly makes a false statement of a material fact in a rulemaking proceeding or contested case under this Article; or
who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to
be operated or maintained under this Article or rules of the Commission implementing this Article, shall be guilty of a
Class 2 misdemeanor which may include a fine not to exceed ten thousand dollars ($10,000). 18 U.S.C. Section 1001
provides a punishment by a fine or imprisonment not more than 5 years, or both, for a similar offense.
This application must be accompanied by a check or money order for $100.00 [per G.S. 143-215.3(a)(lb)I
made payable to:
NCDENR
Page 4 of 5 Revised 9/1/13

NCG510000 New Application
Mail this application and one copy of the entire package (with check) to:
NC DENR / DWR / Water Quality Permitting Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attn: Charles Weaver
Final Checklist
This application will be returned as incomplete, as allowed by 15A NCAC 02H .0107(b), unless all of the
following items have been included:
❑ Complete application with all supporting documents (plus one copy of entire package)
❑ Check or money order for $100.00, payable to NCDENR
❑ 3 copies of county map or USGS quad sheet with location of facility clearly marked on map
❑ 3 sets of plans and specifications signed and sealed by a North Carolina P.E. (if new or modified permit)
❑ Thorough responses to items 1-11 on this application
❑ Alternatives analysis including present value of costs for all altematives
Note: The submission of this document does not guarantee the issuance of an NPDES permit.
Page 5 of 5 Revised 9/1/13

TABLE

Table 1
Remediation System Effluent Analytical Data for NPDES Permit Application
Magellan Charlotte II Terminal
Charlotte, Mecklenburg County
Effluent Parameters
NPDES Permit
NCG510000 Effluent
Date Sampled Concentration Units Limit
Total Suspended Solids 2/20/2020 <1.10 mg/L 30.0 mg/L
pH 2/20/2020 7.5 HF s.u. 6.0 <_ pH <_ 9.0
Benzene 2/20/2020 <0.179 µg/L 1.19 µg/L
Toluene 2/20/2020 <0.240 µg/L 11 µg/L
Ethylbenzene 2/20/2020 <0.181 µg/L 97 µg/L
Total Xylenes 2/20/2020 1.20 J µg/L 670 µg/L
Methyl Tert-Butyl Ether 2/20/2020 <0.161 µg/L 19 µg/L
Total Lead 2/20/2020 1.68 µg/L 3 µg/L
Total Hardness 2/20/2020 90.2 B mg/L NE
1,2-Dichloroethane 2/20/2020 <0.170 µg/L 0.38 µg/L
Oil & Grease 2/20/2020 <1.6 mg/L NE
Naphthalene 2/20/2020 1.92 µg/L 12 µg/L
Total Recoverable Phenolics 2/20/2020 <6.80 µg/L 300 µg/L
Notes:
<: reported concentration is less than the method detection limit.
µg/L: micrograms per liter
mg/L: milligrams per liter
s.u.: standard units
HF: field parameter with a holding time of 15 minutes. Test performed by laboratory at client's request.
B: compound was found in the blank and sample.
J: result is less than the reporting limit but greater than or equal to the method detection limit and the
concentration is an approximate value.
NE: not established
WSP Page 1 of 1 Pages
Charlotte 11 Remediation System Effluent Analytical for NPDES Application Revised: March 16, 2020

ATTACHMENTS

Attachment 1
Calculation for Carbon Breakthrough Time
Magellan Charlotte II Terminal
Charlotte, North Carolina
Statement of Problem:
Provide an estimate of the time for carbon breakthrough to occur through carbon vessel # 1 given influent analytical data and assumed flowrates.
Assumptions:
Estimated peak volume of water generated per day based on site data:
Estimated peak flowrate through carbon vessel based on site data:
Given Information:
Volume of carbon in carbon vessel #1: 250 lb
Influent analytical data from 1/8/19 sample:
Carbon utilization rate a 5 gpm':
3.66 lb/day
300 gallons
5 gallons/minute
Benzene: < 0.331 ug/L
Toluene: 1.03 ug/L
Ethylbenzene: 0.706 ug/L
Total Xylenes: 7.96 ug/L
MTBE: < 0.367 ug/L
Naphthalene: 10.4 ug/L
Calculations:
Operational time per day @ 5 gpm [300 gal / 5 gal/min]: 60 min/day
Carbon utilized per day2 [60 min/day / 1,440 min/day x 3.66 lb/day]:
Time for breakthrough [250 lb / 0.1525 lb/day / 30 days/month]:
0.1525 lb/day
54.64 months
55 months
Notes:
1 = Carbon utilization rate provided by carbon vendor, TetraSolv, based on analytical data from 1/8/19 influent sample and assuming flowrate of 5 gpm.
2 = Carbon utilization rate provided by vendor assumes continuous flowrate of 5 gpm. Carbon utilized per day must be corrected for the system's intermittent operations.
WSP
S:\Tech\Magellan Midstream Partners\Magellan Charlotte II\Engineer\NPDES permit\NPDES General Permit\Application forms\Breakthrough Calculation
Page 1 of 1

tetra
FILTR ATION
WATER FLOW RATE (gpm) :
Carbon Bed size (Ibs)
Liquid Phase Consumption Calculatioi
5
250
Job
Rev 2
10/14/19
Compound
Inlet
Concentration
(ugm/I)
Adsorption
Capacity
% (w/w)
Carbon Usage
(Ib GACi
1000 gal H20;
Carbon Usage
Corrected For
TOC
(Ib GAG
1000 gal H2O)
Carbon Usage
Rate
(Ib gac
/24 hrs
BENZENE
0.3
0.068
0.0041
0.081
0.584
MTBE
0.4
0.012
0.0266
0.193
1.388
N-NITROSODI-N-PROPYLAMINE
0.0
0.000
0.0000
0.000
0.000
NAPHTHALENE
10.4
5.491
0.0016
0.052
0.377
XYLENE P
7.960
1.538
0.0044
0.084
0.602
XYLENOL
0.000
0.000
0.0000
0.000
0.000
Total GAC Usage 20.8 0.0398 0.5084
3.66
Carbon Usage
Average Adsorption Capacity
Carbon Bed life (months)
0.287 Ib/day without TOC Background - Groundwater
0.44% w/w without TOC Background - Groundwater
29.0757 months without TOC Background - Groundwater

Attachment 2
Engineering Alternative Analysis
Magellan Charlotte II Terminal
Charlotte, North Carolina
This Engineering Alternatives Analysis (EAA) has been prepared on behalf of Magellan
Terminals Holdings, L.P. (Magellan) in order to request permission to discharge treated
groundwater from the groundwater remediation system at Magellan's Charlotte II Terminal
(Terminal) to the NPDES outfall (Outfall 007) under a General Permit (Permit #NCG51000).
Discharges through Outfall 007 were previously covered under NPDES permit #NC0005185
held by the Terminal, which covered discharges from both Outfall 006 (Terminal discharges) and
Outfall 007 (remediation system discharges). Magellan is now seeking coverage for discharges
from the remediation system through Outfall 007 under a separate NPDES permit from the
Terminal discharge (Outfall 006). To date, no treated groundwater from the groundwater
remediation system has been discharged through Outfall 007 and all treated groundwater has
been containerized and transported off -site for disposal. The Terminal is located at 7924 Mount
Holly Road and the groundwater remediation system equipment building is located on the
adjoining property at 8026 Mount Holly Road in Charlotte, Mecklenberg County, North
Carolina. The proposed remediation system discharge will discharge to the existing Outfall 007
location via a dedicated pipe. A facility location map is attached as Figure 1. A map showing
details of Outfall 007 and the receiving water body is attached as Figure 2.
Remediation System Description:
Magellan is currently operating an air sparge/soil vapor extraction (AS/SVE) system to
remediate shallow soil and groundwater from historic petroleum releases at the Terminal. The
remediation effort is regulated by the North Carolina Department of Environment and Natural
Resources (NCDENR).
The SVE system uses blowers to extract soil vapor and some liquids from below the
ground surface. The liquids (consisting of groundwater and soil vapor moisture condensate) will
have dissolved petroleum compounds typically present in gasoline and diesel. The current
system consists of a high vacuum blower to remove vapor and liquid from extraction wells, a
knockout drum to separate liquids from vapor, and a groundwater treatment system to treat
recovered groundwater with an oil/water separator and two carbon vessels. Figure 3 is attached
to provide a process flow diagram for the existing extraction system and groundwater treatment
system.
1

Applicant:
Applicant Name:
Mailing Address:
Contact Person:
Facility:
Facility Name:
Facility Address:
Contact Person:
EAA Preparer:
Magellan Terminals Holdings, L.P.
13424 West 98th Street
Lenexa, KS 66215
Andrea Christensen, 913-310-7735
Magellan Charlotte II Terminal
8026 Mt. Holly Road
Mecklenburg County
Charlotte, NC 28214
Mark Bowen (704) 339-633 1
Preparer Name: WSP
Preparer Address: 5957 McKee Road, Suite 7
Madison, WI 53719
Contact Person: Jennifer Shelton, 608-669-9237
Remediation System Flow Projections:
Extraction rates may increase or decrease throughout the year due to a fluctuating groundwater
table. Because of this variability, an estimated average design -flow rate would be approximately
0.2 gallons per minute (gpm), which includes instantaneous batch discharges of approximately
20 gpm, and an estimated annual discharge of 109,500 gallons per year.
Technologically Feasible Alternatives Analysis:
The following alternatives have been evaluated:
• Connection to an existing wastewater treatment plant — A request to connect to the
Charlotte -Mecklenburg publicly owned treatment works (POTW) was submitted on
February 11, 2014. The Charlotte -Mecklenburg POTW is not currently accepting
connections and the request was denied; therefore this alternative is infeasible and as a
result, a Present Value Cost Analysis was not completed. Correspondence with the
Charlotte -Mecklenburg POTW stating that they are not accepting connections from
groundwater treatment systems is included as Attachment A.
• Land application/spray irrigation — The hydraulic loading rate and the total area of land
needed for land application were calculated. Based on the calculations approximately
950 square feet of land is needed for irrigation. The properties surrounding the Terminal
are all developed as either industrial or residential properties. The amount of
undeveloped land needed for irrigation is not available; therefore, land application is
2

infeasible and as a result, a Present Value Cost Analysis was not completed. Land
application calculations are provided in Attachment B.
• Infiltration galleries — infiltration galleries were previously discussed in 2014/2015 as a
potential alternative with the NCDENR and would be an acceptable alternative. A
Present Value Cost Analysis is included in the next section.
• In -situ groundwater remediation wells — The current remediation system utilizes air
sparge (AS) technology as an in -situ groundwater remediation technology. Soil vapor
extraction (SVE) and catalytic oxidation systems are used in conjunction with the AS
system to capture and treat fugitive volatile organic carbon (VOC) emissions generated
by the AS system. Occasionally moisture condensate and groundwater build-up or
infiltrate the SVE system — and it is for this water that the NPDES general permit
coverage is being requested. Other forms of in -situ treatments, such as in -situ chemical
oxidation (ISCO) and thermal treatments are not recommended due to potential risks to
buried infrastructure such as pipelines.
• Closed -loop groundwater remediation wells — closed -loop (or injection) wells are an
acceptable alternative. A Present Value Cost Analysis is included in the next section.
Economic Feasibility of Alternatives:
An economic feasibility evaluation of technologically feasible alternatives was conducted and
included discharge to a NPDES outfall, infiltration galleries and injection wells. Cost estimate
details for discharge to a NPDES outfall, installation and operation of an infiltration gallery and
injection wells are included in Attachments C, D and E, respectively. The following table
summarizes the present worth costs developed for each alternative.
Technology
Capital Costs
Recurring Costs
Present Value of
Costs
NPDES Discharge
$9,960
$28,745
$487,500
Infiltration Gallery
$247,017
$74,725
$4,052,453
Injection Wells
$421,076
$31,643
$5,702,153
3

FIGURES
Figure 1 Facility Location
Figure 2 NPDES Discharge Location
Figure 3 Process Flow Diagram

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CHARLOTTE, NORTH CAROLINA
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(Flows West)
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SCALE IN FEET
9804,4
MAGELLAN TERMINALS HOLDINGS. L.P.
FACILITY LOCATION

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STREAM FLOW DIRECTION
® DEEP BEDROCK MONITORING WELL
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• SURFACE WATER (SW) SAMPLE LOCATION
O OZONE SPARGE WELL
• NPDES OUTFALL
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MW MONITORING WELL
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TO NPDES OUTFALL 007
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THE ORIGINAL VERSION OF THIS DRAWING 15 IN
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M:\WPL\Charlotte II\chariotte1101a.dwg 9/5/2019 10:34 AM Molnarm
SVE
Wells
Vapor
Liquids)
Remediation Building
►♦♦
Untreated
Vapor
Untreated
Liquids
Knockout Drum
SVE Blower #1
SVE Blower #2
Transfer Pump
3,000-gallon
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Storage Tank
0
to Air Treatment
(Catalytic Oxidizers)
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1118I
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Carbon Vessels
Discharge to
NPDES Outfall 007
Treated
Water
FA-
WSP USA Inc.
520 NICOLLET MALL
SUITE 800
MINNEAPOLIS, MN 55402
TEL: [phone]
Figure 3
GROUNDWATER TREATMENT SYSTEM
PROCESS FLOW DIAGRAM
CHARLOTTE TERMINAL II
CHARLOTTE, NORTH CAROLINA
MAGELLAN TERMINALS HOLDINGS, L.P.
Drawn By: MAM 2/27/2019
Checked: al Z/27/2019
Js 345/2019
Approved:
DWG Name: charlottell0l a

ATTACHMENTS
Attachment A Charlotte -Mecklenburg POTW Correspondence
Attachment B Land Application Calculations
Attachment C NPDES Discharge Cost Estimate
Attachment D Infiltration Gallery Cost Estimate
Attachment E Injection Well Cost Estimate

ATTACHMENT A
Charlotte -Mecklenburg POTW Correspondence

Rachelle Busser
From: Gintert, Bill <[e-mail]>
Sent: Monday, April 21, 2014 12:56 PM
To: Paul Donovan
Cc: [e-mail]; [e-mail];
[e-mail]; [e-mail]; Rachelle Busser; Kim
Blomker
Subject: RE: Treated groundwater discharge to sanitary sewer
Mr. Donovan,
Thank you for sending along the information related to this project for review. Unfortunately, at this time Charlotte -
Mecklenburg Utility Department is not permitting or accepting groundwater discharges to the sanitary sewer
system. The best outlet for this water is through an NPDES permit issued by the NCDENR as you are already
investigating.
Thanks again for contacting me regarding this matter.
Bill Gintert
Environmental Compliance Manager
System Protection
Environmental Management Division
Charlotte -Mecklenburg Utility Department
4222 Westmont Dr.
Charlotte, NC. 28217
p: 704-336-4636
f: 704-336-5077
c: 980-200-2339
From: [e-mail] [mailto:[e-mail]]
Sent: Friday, April 18, 2014 2:31 PM
To: Gintert, Bill
Cc: [e-mail]; [e-mail]; [e-mail];
[e-mail]; [e-mail]; [e-mail]
Subject: FW: Treated groundwater discharge to sanitary sewer
Please reconsider the Magellan Midstream Partner, LP (Magellan) request to connect to the sanitary sewer located at
Mount Holly Road and Hugh Caldwell Road in Charlotte, NC. Magellan is working closely with Mr. Ed Leach of the
NCDENR (cc'ed here) to clean-up historic petroleum -related impacts to soil and groundwater at the Former Amoco
Terminal No. 254 located at 7924 Mount Holly Road. Magellan's proposed water treatment and discharge concept has
been reviewed and approved by the NCDENR.
t

The NCDENR has indicated that a NPDES permit would take a considerable amount of time to obtain (greater than 1
year). A sewer connection would afford Magellan the most cost -beneficial and technically efficient means to clean the
Site. Water requested to be discharged to the sanitary sewer would be pre-treated through a proposed water
treatment system. The water treatment system would likely include, at a minimum, an oil -water separator, an air
stripper, and a Charlotte -Mecklenburg -approved flow meter/totalizer. A final system layout would be sent to you for
review.
If approved, Magellan would provide and install (via an approved contractor) a 4 to 6-inch HDPE underground discharge
pipe from the water treatment system to the sanitary sewer location. The water treatment system would be set in a
secured location adjacent to the Magellan Terminal. Access to the system will be limited to Magellan personnel and
Magellan -approved contractors. Charlotte -Mecklenburg POTW personnel would be granted access to the system for
inspection and/or water sampling, as needed or requested.
Once clean-up at the Terminal Site is complete, the water treatment system will be removed and the discharge pipe will
be properly abandoned per Charlotte -Mecklenburg requirements.
When you get a chance, please contact me at [phone] to discuss Magellan's request. Thank You for your
consideration.
Regards,
Paul B. Donovan
Associate
LEGGETTE, BRASHEARS & GRAHAM, INC.
8 Pine Tree Drive, Suite 250
St. Paul, Minnesota 55112
[phone] (Office)
[phone] (Direct)
[phone] (Cell)
[phone] FAX
email: [e-mail]
web: <http://www.lbaweb.com/>
From: Rachelle Busser
Sent: Monday, April 07, 2014 9:24 AM
To: Paul Donovan
Subject: FW: Treated groundwater discharge to sanitary sewer
From: Downs, Tim[mailto:[e-mail]]
Sent: Monday, April 07, 2014 9:12 AM
To: Rachelle Busser
Cc: Gintert, Bill
Subject: RE: Treated groundwater discharge to sanitary sewer
Rachelle,
I apologize for the delay in getting back with you but I wanted to have a detailed discussion with the manager of System
Protection and others involved.
2

At this time due to the illegal dumping situation and staffing we are unable to accept and permit groundwater
remediation projects.
If you have any additional questions or need for discussion please contact Bill Gintert at 704-336-4636.
Tim Downs
Environmental Compliance Supervisor
Environmental Management/ System Protection
Charlotte -Mecklenburg Utility Department
City of Charlotte
4222 Westmont Drive
Charlotte, NC 28217
704.336.5042 FAX [phone]
From: [e-mail] [mailto:[e-mail]]
Sent: Monday, April 07, 2014 9:39 AM
To: Downs, Tim
Subject: RE: Treated groundwater discharge to sanitary sewer
Hi Tim,
I just wanted to check in a see if you have an answer regarding our request to connect the remediation system to the
sanitary sewer.
Thank you,
Rachelle Busser, P.E.
Environmental Engineer II
Leggette, Brashears & Graham, Inc.
8 Pine Tree Drive, Suite 250
St. Paul, MN 55112
651-558-9226
651-269-0170 (cell)
[e-mail]
From: Downs, Tim [mailto:[e-mail]]
Sent: Tuesday, March 11, 2014 4:30 PM
To: Rachelle Busser
Subject: RE: Treated groundwater discharge to sanitary sewer
Rachelle,
We are still discussing this in light of the illegal dumping incidents we had here in Charlotte on February
6th and 9th .
I still have the question of how you would connect to the sewer if it is permitted as a direct
discharge?(see my comment below) Also if you can't tap into the sewer at this location the only other
option is pump and haul which we've had to make more restrictive due to the illegal dumping.
I've copied the manager of our group to get his opinion so I hope to have an answer soon.
Tim
3

Tim Downs
Environmental Compliance Supervisor
Environmental Management/System Protection
Charlotte -Mecklenburg Utilities
4222 Westmont Drive
Charlotte, NC 28217
704.336.5042 fax [phone]
[e-mail]
From: Rachelle.Busser@ Ibgmn.com [mailto: [e-mail]]
Sent: Tuesday, March 11, 2014 3:28 PM
To: Downs, Tim
Subject: RE: Treated groundwater discharge to sanitary sewer
Tim,
I am following up on the letter dated February 11, 2014, regarding the request to discharge treated
groundwater to the Charlotte -Mecklenburg POTW. A copy of the letter is attached for your
convenience. Are you still considering this type of permit? Please feel free to contact me if you have
any questions regarding the request.
Thank you,
Rachelle Busser, P.E.
Environmental Engineer II
Leggette, Brashears & Graham, Inc.
8 Pine Tree Drive, Suite 250
St. Paul, MN 55112
651-558-9226
651-269-0170 (cell)
[e-mail]
From: Downs, Tim [mailto:tdowns©aci.charlotte.nc.us]
Sent: Thursday, February 06, 2014 9:39 AM
To: Rachelle Busser
Subject: RE: Treated groundwater discharge to sanitary sewer
Rachelle,
I forwarded your email to the manager of my section to verify that we are still considering this
type of permit and discharge and I'm waiting to hear back from him.
However the information mentioned below in your email along with analytical data prior
to treatment would be sufficient for your request letter. We're very interested in the
concentration levels of all contaminants in the untreated groundwater. Also we will usually
include the list of pollutants of concern found in our Sewer Use Ordinance(SUO) Section 23-
79. The SUO may be found at the following
link http://library.municode.com/index.aspx?clientld=19970.
The main concern I have is the distance from the sewer line and the need to tap into it. I
checked with our Customer Service Division and the sewer line is there but at least the 700 feet

maybe more. A map showing the exact location of the remediation site to the roads and sewer
line would be very helpful also.
Have you investigated the possibility of a NPDES permit through NCDENR?
If you have any additional questions please contact me.
Tim Downs
Environmental Compliance Supervisor
Environmental Management/System Protection
Charlotte -Mecklenburg Utilities
4222 Westmont Drive
Charlotte, NC 28217
704.336.5042 fax [phone]
[e-mail]
From: [e-mail][mailto:[e-mail]]
Sent: Tuesday, January 28, 2014 9:50 AM
To: Downs, Tim
Subject: Treated groundwater discharge to sanitary sewer
Mr. Downs,
Thank you for the information you provided during our phone conversation. I understand that a
letter would need to be sent to you requesting discharge to the sanitary sewer and that
approval is not guaranteed, depending on site location and other factors.
Here is some preliminary information. The groundwater remediation system is located at the
Magellan Charlotte Terminal at 8206 Mount Holly Road in Charlotte. The discharge rate would
be approximately 5 gpm or batches at 20 gpm up to a maximum of 1 million gallons per year. A
preliminary sewer system check showed the sewer system in the area ends at Hugh Caldwell
Road which is approximately 700 feet west of the remediation system.
All the above information would be included in the letter including site location, remediation
system information, flow rates, and treated groundwater analytical results. What compounds
would you need to see analyzed from a sample of the treated groundwater? What other
information would need to be included in the letter?
Thanks,
Rachelle Busser, P.E.
Environmental Engineer II
Leggette, Brashears & Graham, Inc.
8 Pine Tree Drive, Suite 250
St. Paul, MN 55112
651-558-9226
651-490-1006 (fax)
[e-mail]

Attachment B
Calculation of the Amount of Area Needed for Land Application
Magellen Charlotte 11 Terminal
Charlotte, North Carolina
Question: Provide an estimate of the best case hydrualic loading rate based on County Soil Survey. Include calculations
showing the hydraulic loading rate and the total area of land needed for the land disposal system, including buffers.
Step 1: Calculate percolation rate
PERC = ksat * Cd * (24 hr/day) _
Where:
4.75 in/day
PERC = percolation rate (in/day)
ksat = soil permeability (in/hr)' _
Cd = drainage coefficient' =
Step 2: Calculate water loading rate
WLRD = (EVAP + PERC) - Precip =
Where:
1.98
0.10
138.6 in/month
WLRD = Design water loading rate (in/month)
EVAP = Potential Evapotraspiration Rate (in/month)' =
PERC = Calculated percolation rate (in/month) =
Precip = 80th percentile annual precipitation3 (in/month)
Step 3: Calculate land area needed to process 1 MGY of water
Area = Flowrate / WLRD =
0.15
142.56
4.11
951.45 sq ft
Where: Flowrate = maximum daily flowrate (gallons/day) = 2739.73
WLRD = Design water loading rate (in/day) = 4.62
Notes:
1 = From the United States Department of Agriculture Natural Resources Conservation Service, Custom Soil Resource Report for Mecklenberg County, North Carolina
2 = Evapotraspiration data from the State Climate Office of North Carolina
3 = Annual Climatological Summary obtained from the National Oceanic & Atmospheric Administration
National Climatic Data Center
WSP
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Page 1 of 2

Attachment B
Calculation of the Amount of Area Needed for Land Application
Magellan Charlotte II Terminal
Charlotte, North Carolina
Year
Total annual
Precipitation*
(inches)
2018 59.13
2017 44.69
2016 33.55
2015 49.48
2014 45.46
2013 49.61
2012 33.68
2011 44.52
2010 36.4
2009 48.14
2008 42.22
2007 28.61
2006 44.42
2005 41.88
2004 44.16
2003 62.63
2002 40.38
2001 26.23
2000 34.74
1999 34.91
1998 41.04
1997 48.74
1996 40.15
1995 48.18
1994 36.34
1993 35.81
1992 53.73
1991 45.18
1990 49.58
1989 49.79
1988 34.27
1987 39.32
1986 26.91
1985 49.32
1984 44.99
49.352 80th Percentile
Note:
* Annual Climatological Summary obtained from the
National Oceanic & Atmospheric Administration National Climatic Data Center
W SP
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application calcs Page 2 of 2

Attachment C
Present Value of Costs Analysis for NPDES Discharge
Magellan Charlotte II Terminal
Charlotte, North Carolina
PVCA Calculation Methods
PV = Co + C[((l+r)n-1)/(r(l+r)n)]
Where:
PV = Present value of costs
Co = Costs incurred in present year
C = Costs incurred in time t
n = Ending year of the life of the faciltiy
r = Current EPA discount rate2
NUMBER
OF YEARS
DISCOUNT
RATE2
CAPITAL
COSTS
ANNUAL
RECURRING SUBTOTAL
COSTS COSTS
PRESENT
VALUE OF
COST
4.875%
20
4.875% $9,960 $28,745 $38,705
$487,500
Notes:
1 = As described in the NCDENR's Engineering Alternatives Guidance Document, Revision: April 2014
2 = Discount rate provided by NCDENR in 2015
W SP
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Page 1 of 3

Attachment C
NPDES Discharge Start -Up Costs
Magellan Charlotte II Terminal
Charlotte, North Carolina
PROFESSIONAL SERVICES
Unit
Mark -Up
Rate Unit QTY % Extension
Notes
WSP
Permitting
System Start-up
Coordination, Job Plans, Notifications, etc.
ECEA Field Work
$8,000 LS 1 0.0% $8,000 General NPDES discharge permit application
$125
$60
Hrs
Hrs
8
16
0.0%
0.0%
$1,000
$960
TOTAL NDPES DISCHARGE START-UP COSTS: )9,960
WSP
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Page 2 of 3

Attachment C
Annual NPDES Discharge O&M Cost Estimate
Magellan Charlotte II Terminal
Charlotte, North Carolina
NPDES DISCHARGE
OPERATION & MAINTENANCE
Unit Mark -Up
Rate Unit QTY % Extension Notes
WSP
System O&M (Senior Engineer) $174 Hrs 48 0.0% $8,352 Assumes 4 hrs/month for 12 months
System O&M (Engineer II) $125 Hrs 96 0.0% $12,000 Assumes 8 hrs/month for 12 months
Project Management $20,352 % 10 0.0% $2,035 Assumes a percentage of the sum of WSP labor
ECEA
System O&M and monitoring
LABORATORY ANALYTICAL SERVICES
Quarterly Water Samples
$450 Month 12 7.5% $5,805 Assumption based on current system O&M
1 visit (a $450 for 12 months
$129 Each 4 7.5% $553 pH, TSS, O&G, Total Phenolics, BTEX, MTBE, 1,2-DCA, Lead, Hardness
TOTAL ANNUAL O&M COSTS FOR NPDES DISCHARGE: S28,745
WSP
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Page 3 of 3

Attachment D
Present Value Cost Analysis for Infiltration Gallery
Magellan Charlotte II Terminal
Charlotte, North Carolina
PVCA Calculation Method'
PV = Co + C[((l+r)n-1)/(r(l+r)n)]
Where:
PV = Present value of costs
Co = Costs incurred in present year
C = Costs incurred in time t
n = Ending year of the life of the faciltiy
r = Current EPA discount rate2
DISCOUNT
RATE2 ANNUAL PRESENT
NUMBER _ CAPITAL RECURRING SUBTOTAL VALUE OF
OF YEARS 4.875% COSTS COSTS COSTS COST
20 4.875% $247.017 $74.725 $321.742
$4,052,453
Notes:
1 = As described in the NCDENR's Engineering Alternatives Guidance Document, Revision: April 2014
2 = Discount rate provided by NCDENR in 2015
WSP
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forms\Charlotte Infiltration Gallery cost estimate
Page 1 of 3

Attachment D
Infiltration Gallery System Design and Installation Cost Estimate
Magellan Charlotte 11 Terminal
Charlotte, North Carolina
INSTALLATION OF INFILTRATION GALLERY
Unit
Rate
Unit
QTY
Mark -Up
"
Extension
Notes
UTILITY LOCATOR
Private Utility Locator
$5,000
LS
1
7.5%
$5,375
General Estunate
SAEDACCO
Mobilization/demobilization
$2,000
LS
1
7.5%
$2,150
Health & Safety Plan, permit, PM, etc.
$500
LS
1
7.5%
S538
Excavate and install -1,000 feet of pipe
$35
LF
1000
7.5%
$37,625
Estimate from SAEDACCO
Estimate from SAEDACCO: includes pea gravel backfill &
Excavate and install 100' DOI Infiltration Gallery to 15 feet bg
$40,075
LS
1
7 5%
$43,081
infiltrators
Grade and Seed
$8
SF
3300
7.5%
$28,380
Estimate from SAEDACCO
Truck excess impacted soil to landfill
$40
CY
245
7.5%
$10,535
Estimate from SAEDACCO: assumes 145 CY
Per Diem. entire crew
$350
day
10
7.5%
$3,763
Estimate from SAEDACCO assumes 5 days
Monitoring well installation (assume six 2" wells)
$18,460
LS
1
7.5%
$19,845
Estimate from SAEDACCO
I :\NDFILL
Soil Disposal (non -hazardous)
$65
CY
245
7.5%
$17,119
SUBTOTAL:
$168,410
Unit
Mark -Up
PROFESSIONAL SERVICES
Rate
Unit
QTY
%
Extension
Notes
WSP
System Design
$30,000
LS
1
0.0%
S30,000
Permitting
$11000
LS
1
0.0%
$11000
Non -Discharge wastewater Synem Perms- wlsdrs applw&ton fee
System Installation
Contracting, P.O.s, Coordination, Job Plans, etc.
$125
Hrs
24
0.0%
$3,000
Field Work
$125
Hrs
80
0.0%
$10,000
Flight
$750
Each
2
0.0%
$1500
Parking Fees
S20
Day
8
0.0%
$160
Rental Car
$100
Day
10
0.0%
$1,000
Rental Car Gas
$50
LS
1
0.0%
$50
Hotel
$95
Night
8
0.0%
S760
Per Diem
$75
Day
10
0.0%
$750
PID/LEL
$300
Week
2
0.0%
$600
System Start-up
Coordination, Job Plans, Notifications, etc.
$125
Hrs
60
0.0%
$7,500
WSP Field Work
$125
Hrs
60
0.0%
$7,500
Flight
$750
Each
1
0.0%
$750
Parking Fees
$20
Day
5
0.0%
$100
Rental Car
$100
Day
5
0.055
$500
Rental Car Gas
$50
LS
1
0.0%
$50
Hotel
$95
Night
5
0.0%
$475
Per Diem
$75
Day
5
0.0%
$375
PID/LEL
$300
Week
1
0.0%
$300
Interface Probe
$195
Week
1
0.0%
$195
SUBTOTAL:
S76,565
LABORATORY ANALYTICAL SERVICES
Soil Samples for Landfill
$500
Each
2
7.5%
$1,075
TCLP bermes. TCLP metals. BTEX. Flashpohn
Start-up Water Samples
$150
Each
6
7.5%
$968
VOCs, GRO, DRO, TKN, Phosphorus, O&G. Ammonia
SUBTOTAL:
S2,043
TOTAL INFILTRATION GALLERY DESIGN, INSTALLATION, AND START-UP COSTS:
S247,017
WSP
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Pace2 of

Attachment D
Annual O&M Cost Estimate for Infiltration Gallery
Magellan Charlotte II Terminal
Charlotte, North Carolina
INFILTRATION GALLERY
OPERATION & MAINTENANCE
Unit Mark -Up
Rate Unit QTY % Extension Notes
WSP
System O&M (Senior Engineer) $174 Hrs 60 0.0% $10,440 Assumes 5 hrs/month for 12 months
System O&M (Engineer II) $125 Hrs 144 0.0% $18,000 Assumes 14 hrs/month for 12 months
Project Management $28,440 % 10 0.0% $2,844 Assumes a percentage of the sum of WSP labor
ECEA
System O&M and monitoring
LABORATORY ANALYTICAL SERVICES
Monthly Water Samples
NNUAL PERMIT FEE TO NCDENR
$3,000 Month 12 7.5% $38,700 Assumption based on current system O&M
$150 Each 24 7.5% $3,870 VOCs, GRO, DRO
$810 Each
1
7.5%
$871
TOTAL ANNUAL O&M FOR INFILTRATION GALLERY': 574,725
WSP
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Page 3 of 3

Attachment E
Injection Well Cost Estimate
Magellan Charlotte 11 Terminal
Charlotte, North Carolina
PVCA Calculation Method'
PV = Co + C[((l+r)°-1)/(r(1+r)n)]
Where:
PV = Present value of costs
Co = Costs incurred in present year
C = Costs incurred in time t
n = Ending year of the life of the faciltiy
r = Current EPA discount rate2
DISCOUNT
NUMBER RATEZ CAPITAL
OF YEARS 4.875% COSTS
20 4.875% $421,076
ANNUAL
RECURRING
COSTS
$31,643
SUBTOTAL
COSTS
$452,719
PRESENT
VALUE OF
COST
$5,702,153
Notes:
1 = As described in the NCDENR's Engineering Alternatives Guidance Document, Revision: April 2014
2 = Discount rate provided by NCDENR in 2015
WSP
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Attachment E
Injection Well System Design and Installation
Magellan Charlotte 1I Terminal
Charlotte, North Carolina
INSTALLATION OF INJECTION WELLS
Unit
Rate
('nit
QTY
Mark -Up
%
Extension
Notes
UTILITY LOCATOR
Private Utility Locator
$5,000
LS
1
7.5%
$5,375
General Estimate
SAEDACCO
Estimate from SAEDACCO: Includes mob/demob, PM, well
Install six 4" injection wells
$16,885
LS
1
7.5%
$18,151
installation, soil cuttings disposal, per diem
Estimate from SAEDACCO: Includes mob/demob, PM, well
Install four 2" monitoring wells
$13,240
LS
1
7.5%
$14,233
installation, soil cuttings disposal, per diem
Estimate from SAEDACCO: Includes mob/demob, PM,
trenching, pipe materials, backfilling, excess soil disposal, per
Install lateral piping to injection wells
$283,750
LS
1
7.5%
$305,031
diem
SUBTOTAL:
$342,791
Unit
Mark -Up
PROFESSIONAL SERVICES
Rate
Unit
QTY
%
Extension
Notes
WSP
System Design
$30,000
LS
1
0.0%
$30,000
Permitting
$11,000
LS
I
0.0%
S11,000
Non -Discharge Wastewater System Permit- includes application fee
System Installation
Contracting, P.O.s, Coordination, Job Plans, etc.
$125
Hrs
24
0.0%
$3,000
Field Work
$125
Hrs
80
0.0%
$10,000
Flight
$750
Each
2
0.0%
$1,500
Parking Fees
$20
Day
8
0.0%
$160
Rental Car
$100
Day
10
0.0%
$1,000
Rental Car Gas
$50
LS
1
0.0%
$50
Hotel
$95
Night
8
0.0%
$760
Per Diem
$75
Day
10
0.0%
$750
PID/LEL
$300
Week
2
0.0%
S600
System Start-up
Coordination, Job Plans, Notifications, etc.
$125
Hrs
60
0.0%
$7,500
WSP Field Work
$125
Hrs
60
0.0%
$7,500
Flight
$750
Each
1
0.0%
$750
Parking Fees
$20
Day
5
0.0%
$100
Rental Car
$100
Day
5
0.0%
$500
Rental Car Gas
$50
LS
1
0.0%
$50
Hotel
$95
Night
5
0.0%
$475
Per Diem
$75
Day
5
0.0%
$375
PID/LEL
$300
Week
1
0.0%
$300
Interface Probe
$195
Week
1
0.0%
$195
SUBTOTAL:
$76,565
LABORATORY ANALYTICAL SERVICES
Soil Samples for Landfill
$500
Each
2
7.5%
$1,075
TCLP benzes. TCLP metals. BTEX. Flashpoint
Start-up Water Samples
$150
Each
4
7.5%
$645
VGCs. GRO, DRG
SUBTOTAL:
$1,720
TOTAL INFITRATION GALLERY DESIGN, INSTALLATION, AND START-UP COSTS:
$421,076
WSP
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Page 2 of 3

Attachment E
Injection Well Annual O&M Cost Estimate
Magellan Charlotte 1I Terminal
Charlotte, North Carolina
INJECTION WELLS
OPERATION & MAINTENANCE
Unit Mark -Up
Rate Unit QTY % Extension
Notes
WSP
System O&M (Associate) $174 Hrs 48 0.0% $8,352 Assumes 4 hrs/month for 12 months
System O&M (Engineer II) $125 Hrs 96 0.0% $12,000 Assumes 8 hrs/month for 12 months
Project Management $20,352 % 10 0.0% $2,035 Assumes a percentage of the sum of LBG labor
ECEA
System O&M and monitoring
LABORATORY ANALYTICAL SERVICES
Quarterly Water Samples
_ANNUAL PERMIT FEE TO NCDENR
$450 Month 12 7.5% $5,805 Assumption based on current system O&M
1 visit 0 $450 for 12 months
$150 Each 16 7.5% $2,580 VOCs, GRO, DRO
$810 Year 1 7.5% $871
TOTAL ANNUAL O&M: $31,643
Page 3 of 3

Attachment 3
Final Plans for Groundwater Treatment Plant

GROUN DWAT TRHATM
T SYST HM
MAGILAN THRMINALS HOLDINGS, L.P.
CHARLOTT H: II T H RMINAL
CHARLOT'_' H , N 0 JTH CA - OLINA
MAGELLANW
MIDSTREAM PARTNERS, L.P.
PROJECT CONTACT LIST
OWNER
MAGELLAN PIPELINE COMPANY, L.P.
ANDREA CHRISTENSEN [phone]
ENGINEER
LEGGETTE, BRASHEARS & GRAHAM, INC.
RACHELLE BUSSER [phone]
MATT PERAMAKI, P.E. [phone]
GTS_CHII_Cover
Prepared by:
Leggette, Brashears & Graham, Inc.
Professional Groundwater and
H;nvironmental Engineering Services
JANUARY 2016
APPENDIX B
G-01
C-01
C-02
M-01
M-02
P-01
P-02
S-01
E-01
E-02
KEY TO SHEETS
BUILDING CODE SUMMARY
GENERAL SYMBOLS & NOTES
CIVIL/SITE CONSTRUCTION SYMBOLS & NOTES
SITE MAP
MECHANICAL SYMBOLS & NOTES
EQUIPMENT LAYOUT
PROCESS SYMBOLS & NOTES
PROCESS FLOW DIAGRAM
TRAILER ELEVATIONS
ELECTRICAL SYMBOLS & NOTES
ELECTRICAL LAYOUT

2012 APPENDIX B
BUILDING CODE SUMMARY
FOR ALL COMMERCIAL PROJECTS
(Includes, New ConWomi., Upfits. Re noodions. A.1401000
(ow,. 1 and 24.10 122000519 and IMMOBota/
a. Project formation - ,Naquirer Information fa all pole.,
,Putu, 03,
11 )5)n.
_cm sw.
<1.111 maul., von imolai
Design Prefesabemi Information L Required Mr...Ma rot Al Prejects,
LEAD DESIGN PR FESSIO Lae Pt Om ..11 Gram. In
DESIGNER PQM
Ischanouni
Col Daiwa, 4 OokA•11.41NoloS. •44.04.-ou wit4,44,411111,14. LLD
Elan. rant mai. 11.11,0.11— 1.0.1.1.11
rue Alas 1_1
MaIme
Metimeocal
spnoWeLaearea
9250.82
2e82210411.1,1102
Ono , 5
00 Tyie avrerSSeiwg gwrfwwwd dimulati Inforomlion holm IM
W400518or0nanboarmanatee'
510.15 LIMP
• Cod. lItsba. NCB,'- Mee seal. L roe NC Rakish Cede ea NC Existing Code)
Bush,/ Coda .2_2012 N.. C. Nal Sixe Fmk!, Code rNOSII,
O0.20012059452% -F029000
L 3012 REHAB Code Melia mail Mad. 201E) or 2015 NC gals°. Budding Cade
l000 OcoA.,
kIttra4041FIFnuvanov Noe., Nem. ic.Se,L,m, 110 • ai O. NC Flow Poi.. fade lo BOPP., • IOU.
Ovum. Om, Yes No
Orly 01 Ftelmwory Aleerolg
g. Bak Balding - (limpaired Imronnotieo for •11 pre.M.1)
Cantommolmn iTabla _I, _11.1 _ _ 5.A
nana On, awn/ _I-11 _111.13 _VM
Spud. 10eFewn N.) _ Yes ....NEPA 10.01 ....NEPA O9111 _)EPA OEM"
Snanpro 13401.0031 To ,nnal ....9.y NEPA 14.0•
FI,Fol Wool Aug ?Appal. OI
Dialdag Hog. .0,22 !Pablo SOP, 0297*
ILL0019 F.301,11N11 Pp P11 LOW Op PO ALT-111. 4,4,01AL
n001
Is, Flow
flmtniFF,
71
0. Alialik Ara 1 Ottoman, CLamilrn -19*0Mam4 ...notion Po- .11 m opon,
..tionOlsa 1,
Buunes,344) _111
Ecluzatorml LW) _P.
1,0,11 _PLI aletlar. _F.3 am.
11..6. 11-1Dnottax con5. L55i
lus41.4.4.441,01k, _ILI _FL2 _14 _I,
114441.41,41,3141 _PLI FFS
_Pala. Gan, _tams _Ea.* _Rap...GANN
mal ,111, X C
Ammar OnamMov ISMOIL ARM..
Maul* _A.1 _A-2
Nam Hsi taw _II-21.as _IP, Cu... N-, LP, NEN,
Stoupe A.M. _SO Low Notr7:1e.1
1.11Oty AUssaLenno
0.240.0.0400.9
Funs. monk Muse uty yoLF F, LA,F1,4.14 'FL, 41.11.1' ,uo ,L,P4
Bolos val. Wilco *FOL. largo, oFFF .1.4,11,104 FFet 15 4. 4.1
lalureona vautoe4146, 2.900220000050 200092.*911005519.0 1.40.027.005
LA0*0,10119 Ma 100 pure
Or, 1.1,110 mopp.1... "mom
T.,401”1.0011q OFF. LF,LOW 07)2109,5011,4L,FIFFLI500LI
441,444.1 —
OF, I-214Mn, coml. Ft Ivo dun 1 U11,,qua F tee,
10; ;.°1 1!: 1°.4
15n20Prmblas: 100 1491 WO a 5090 906 S09 5098 MO 9
090900 Lloaracortat L II Applioble j_No Mamma Emata
IsitoleatallIse Sopa.. 150112 1/
3910.11011 35 MI 0,011Vi u a NumSoll4141.11, Os, FuLFFoo,
STOICe NO
DESCRIPTION
AND USE
IA1
(CI
tE,
IMMO AREA FEB
31173111,1,TUALI
TABLE SOO
AREA
AREA FOR
FRONTAGE
INCREASE'
INCREMEL
ALLOWABLE
AR. OR
UNLIMITED'
MAXIMUM
BUILDING
Allowable Hawke (Cheq).r 5)- lleeemered Jar acad.., ea, froeirervelLeal
SHOWN ON PLANS
CODE REFERENCE
nre OR
1,59Iii
Bold, HeoLd of.
44
Doh.. Ha& in P.m
j, Fire Preaertlea lit,sremes,Cskapver a)- Magma' Warm (max for a I I pea,'
BUILDING [LENIENT
El.
SEPARATION
DESIGN 0 FOR
°TV
PRoVIDED
REOPCTION)
AND ?Err
RaTED
ASSEMBLE
.T.
PENETRATION
RATED
JoINTS
moan., p.m.
ma.. aim..
Nana am
NIA
SV01011.1.021,14.1
.01110.
SS'
wa
PO'
Nen*, Wals awl
N/A
Ezienu walla
Ban
WA
ROI ElldulgI01-
NIA
Cam,. Sapa..n
00
NIA
NIA
Smoke BAIN
• 00
ay LI, L .d.cadarar - Cm.... 4.10,1.• 4 L.)
EIRE SEPARAlloN
DISTANCE
DEG.E or
OPENINGS
PROTECTION
ALLOWABLE
AREA
IFEE(2PROM
PRoPERTY LINES
(TABLE los S,
VIM MOWN
ON PLANS
L Led I Legends (Ragweed far de Pre,.
;la Life SteleySamenea Mai*, sr new 0.7.1- (RLLY.,..Plae al Yeae,..)
L Lea*, Limo
Ye,LP,me !LPL',
• Lif e Plan eked, lid ler ceraplimace- (Regaireeller ail pajeces)Clreck *vela ate applicable,* yes project
_Pir• BOW mob and .11 locations ICharAM
_A.m. and romPLOP.,,,,,,,,NcaP.n.
Enanor wall openni, area win ressoct ?a attunes w atm*, 0,130.1 (7)5 01
_LEvatrw Wwwlwesw0w 3(1 of the pronauti bulking
_ Occupancy types Mr amen area as a mates to occupanI1oad ga.Ps 12041II
_Occupant loan breach ante
_Exit accossInval dialancas ,101S,
_Cann. path of Vaal tiatanoes (10113 1020 0)
On. end lap. (ILOO N
_Clear sot vad. . oath mot door
Maxaum =nub. occupant toad mousr wen we door can IR:comma. b.,. on emoss wan 11005
_RONal occupant nad emall aNit door
_A sera,. mnemetto pion ,nrkcaang vitor• liro Wad flooricell,nq aMor rod pro.. tor pm &occupancy a•PaNI,Nan
.r doors .11, oan. Sardiare ,loos
_ of Mors won delayed egress Inca anti ce ..709019205081.7(19041011
_Lacwen won wo wwwwwwww ,47*900000(10981021
waton &loon ...Wed A.
Lccaton or einansencs saw. mneww 11922I
_7089820m mot/. &soca No araa 1.04
_Www,uew bow. & ea. sm.& wmparwent110,11
_NOM any co. inceptions or lab...stet msy have been 0,1,xed ragarifing 0,• arm above
a Eat I Itertrement.-(Itegasreelfar off ?raja.)
Nook r am I ...am, ex.
or,44 IL., 11
FLOM ROOM
1`.1.1';;;-;`,.,.
1.1151I0I054
NUNBER t P EXITS
TRAVEL DISTANCE
.RANGEMENT MEANS OP
0011423.1SELTION 1011 21
0002,,.900
SHOWN ON
FLANs
ALLoWABLE
TRAVEL
OPTTAILL51
ACMPAL TRAVEL
DISTANCE
sticAVNoN
PLANS
REWIRED
DISTANCE
ISETWERN IECT
1.010
ACTUAL
DISTANCE
SlioWN oN
PLANS
Tio21 I
°ABLE IOW 11
isINGLE EMT
1031 M
sir.% El*,
I
Nis
GREMP OR
SPACE
1.1CRIPTSV5
01
10
EXIT WIDTH IINILL.L..
AREAL, 0
.EA. PER
OITUPANT
CALCULATED
1XXIIPANT
LOAD (Vb,
EGE.S WIDTHPER
OCCUPANT tSECTION
100,4
REQUIRED WIDTH
turn. 1005.0
(Ws c
SiloWN ONELANs
EmManat Rea.
71
3•0
9. .lacesallele Dwelling L ads wed deers,' - (Oda for It-). .1 accapowere
TOTAL
MTV
ACCESSIBLE
oNsTs
IIBOLIRDO
ACCESSI:ILE
PRT1';;EIN
TYPE A
UNITS
REQUIRED
TYPE A
uNITs
PROVIDED
TYPE fl
UNITS
REoluiRED
TIFF I,
11111,11,1,1
AMESSIBLP
PRO
N/A
90 Pm Iday-L(Yreject, Lhal ere Nee(' asnartian. Llelaftiefee Clange of Use)
AREA
TOTAL • OF PARER.
SPACE,
• of ACCESSIBLE SPACES PRoVIDED
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14411M4300I049II
DATE REVISED
Prepared By:
LEGGETTE, BRASHEARS & GRAHAM, INC.
Professional Groundwater and Environmental Services
Northpark Corporate Center
8 Pine Tree Drive, Suite 250
St. Paul, MN 55112
[phone]
MAGELLAN TERMINALS HOLDINGS, L.P.
CHARLOTTE II TERMINAL
CHARLOTTE, NORTH CAROLINA
BUILDING CODE SUMMARY
FILE: GTS_CHII_A—B.DWG I DATE: MARCH 2016 SHEET: Appendix B

A
ABV
ADDT
ADJ
ALT
ANSI
APPROX
APPVD
AUTO
AUX
AVG
B
BTM
BTWN
C
C
CLR
COM
CONSTR
CONT
CONTR
COORD
CTR
D
DBL
DIM
DIR
DN
DWG
E
E
EA
ECC
ENGR
EQL
EQUIV
EXST
F
F
FIN
FT
H
HGT
HORIZ
HR
IN
INC
INT
K
KIP
AT
ANGLE
ABOVE
ADDITIONAL
ADJUST, ADJUSTABLE
ALTERNATE
AMERICAN NATIONAL STANDARDS INSTITUTE
APPROXIMATE
APPROVED
AUTOMATIC
AUXILIARY
AVERAGE
BOTTOM
BETWEEN
CLOSED
CLEAR, CLEARANCE
COMMON
CONSTRUCTION
CONTINUE, CONTINUED, CONTINUOUS
CONTRACTOR
COORDINATE
CENTER
DOUBLE
DIMENSION
DIRECTION
DOWN
DRAWING
EAST
EACH
ECCENTRIC
ENGINEER
EQUAL EQUALLY
EQUIVALENT
EXISTING
DEGREES FAHRENHEIT
FINISH
FOOT, FEET
HEIGHT
HORIZONTAL
HOUR
INCH
INCORPORATED
INTERIOR
THOUSAND POUNDS
GENERAL
L
LAB
LB
LF
LONG
LT
LTD
M
MAX
MIN
MISC
MM
N
N
NC
NIC
NO
NOM
NTS
0
OPG
P
PERP
PL
PREFAB
PRELIM
PREP
PSF
PSI
PSIG
R
REF
RELOC
REQD
REV
RT
S
S
SCHED
SH
SIM
SP
SPEC
SO
STD
STR
SYMM
T
T&B
TAN
TEMP
THK
THRU
TYP
V
VERT
ABBREVIATIONS
LABORATORY
POUND
LINEAR FEET
LONGITUDINAL
LEFT, LIGHT
LIGHT DUTY
MAXIMUM
MINIMUM
MISCELLANEOUS
MILLIMETER
NORTH
NORMALLY CLOSED
NOT IN CONTRACT
NUMBER, NORMALLY OPEN
NOMINAL
NOT TO SCALE
OPENING
W
w
W/
W/o
WO
WG
WT
Y
YD
MISC
1„
10
PERPENDICULAR
PLATE
PREFABRICATED
PRELIMINARY
PREPARE, PREPARATION
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POUNDS PER SQUARE INCH GAGE
REFER, REFERENCE
RELOCATE, RELOCATION
REQUIRED
REVISE, REVISION
RIGHT
SOUTH
SCHEDULE
SHEET
SIMILAR
SPACE, SPACED
SPECIFICATIONS
SQUARE
STANDARD
STRAIGHT
SYMMETRICAL
TOP AND BOTTOM
TANGENT
TEMPORARY
THICK, THICKNESS
THROUGH
TYPICAL
VERTICAL
1. ADDITIONAL ABBREVIATIONS FOR
SPECIALIZED WORK DIVISIONS (MECHANICAL
INSTRUMENTATION, ELECTRICAL, ETC.) ARE
SHOWN ON THE LEGENDS OF THE
RESPECTIVE DIVISIONS.
2. THIS IS A STANDARD SYMBOL FIGURE.
THEREFORE, NOT ALL OF THE INFORMATION
SHOWN ON THIS FIGURE WILL BE USED ON
THIS PROJECT.
NOTES:
WEST
WITH
WITHOUT
WIDE
WATER GAUGE
WEIGHT
YARD
ONE INCH
ONE FOOT
SINGLE PHASE, ELEC
GENERAL NOTES
1. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE
COMPLETE INSTALLATION OF WORK SHOWN ON DRAWINGS AND IN THE SPECIFICATIONS.
2. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND VARIANCES, AND FOLLOWING FEDERAL, STATE
AND LOCAL BUILDING CODES.
3. ALL WORK TO CONFORM WITH FEDERAL, STATE AND LOCAL REQUIREMENTS FOR THE SAFETY OF
WORKERS AND BYSTANDERS.
4. IN CASE OF CONFLICT BETWEEN DRAWINGS AND/OR SPECIFICATIONS, REQUEST INTERPRETATION
FROM THE OWNER'S REPRESENTATIVE.
5. CONTRACTOR MAY STORE EQUIPMENT AT THE SITE AS APPROVED BY THE OWNER OR OWNER'S
REPRESENTATIVE.
ARROW INDICATES
SECTION VIEW
DIRECTION
M-03 M-05
GENERAL DESIGN SYMBOLS
SECTION DESIGNATION
SHEET WHERE SECTION/DETAIL IS SHOWN
SHEET WHERE SECTION/DETAIL IS TAKEN
DETAIL AND SECTION DESIGNATIONS
GENERAL DETAIL DESIGNATION (NUMERAL)
SHOWN ON GENERAL DETAIL DRAWING(S)
GENERAL DETAIL DESIGNATION
DETAILS SHOWN ON PHOTO
DETAIL DRAWING(S)
PHOTO DESIGN DETAIL
DETAIL DESIGNATION
SHEET IDENTIFICATION FORMAT
EXAMPLE DISCIPLINE DESIGNATOR
n:
wo w
Jz ZuJ
a. w
w
0 Voi 0M
^w wD
0 0 VI Z
W Z
0
01
J U
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z
0
0
C-02
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0U
w~w
j M0�
w
Z Z N
Woo
zuj
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0
Z
A = ARCHITECTURAL
C = CIVIL\SITE CONSTRUCTION
E = ELECTRICAL
G = GENERAL
L = LANDSCAPING
M = MECHANICAL
P = PROCESS
0 = EQUIPMENT
S = STRUCTURAL
DATE
REVISED
Prepared By:
LEGGETTE, BRASHEARS & GRAHAM, INC.
Professional Groundwater and Environmental Services
Northpark Corporate Center
8 Pine Tree Drive, Suite 250
St. Paul, MN 55112
[phone]
MAGELLAN TERMINALS HOLDINGS, L.P.
CHARLOTTE II TERMINAL
CHARLOTTE, NORTH CAROLINA
GENERAL INFORMATION & NOTES
FILE: GTS_CHII_G-01.DWG I DATE: MARCH 2016 I SHEET: G-01

A
AC
ACI
AFF
AGGR
A/M
ANC
ANSI
B
BF
BR
BLDG
BL-FL
BLVD
BOP
BR
EIS
BSMT
BTM
BTWN
BFV
CC
CB
CFS
C&G
CHAN
CJ
CLR
CAW
CO
COL
CONC
CONN
CONP
CONSTR
CORR
CPLG
CTR
CULV
DL
DBA
DF
DM
DIM
DIR
ON
05
E
ECC
EF
EL
ELB
EOL SP
EOUN
EW
EXST
CO
FD
FDN
EF
EC
FL
FLEX
FLIT
RIFT
FNSH
G
CND
CARD
CV
HO
Hr
HWS
HW
ID
IE
IF
INC
INW
JT
LF
SITE CONSTRUCTION ABBREVIATIONS
M
MATL MATERIAL
MH MANHOLE
MJ MECHANICAL JOINT
'APT MALE NATIONAL PIPE THREAD
MT5 MILL -TYPE STEEL
NW MONITOR WELL
NPT NATIONAL PIPE THREAD
0
0 TO 0 OUT TO OUT
OC ON CENTER
00 OUTSIDE DMMETER
OF OUTSIDE FACE. OVERFLOW
OPNG OPENING
OSA OUTSIDE AIR
P
PC POINT OF CURVATURE
PCR POINT OF CURB RETURN
PEN PENETRATE, PENETRATION
PE PLAIN END
PI POINT OF INTERSECTION
PJF PREMOLDED JOINT FILLER
PL PROPERTY UNE
PR PRESSURE
PRC POINT OF REVERSE CURVATURE
PREFAB PREFABRICATED
PROP PROPERTY
PSIA POUNDS PER SQUARE INCH ABSOLUTE
PVMT PAVEMENT
ANGLE
ASBESTOS CEMENT, ASPHALTIC CONCRETE
AMERICAN CONCRETE INSTITUTE
ABOVE FINISHED FLOOR
AGGREGATE
AS MEASURED
ANCHOR
AMERICAN NATIONAL STANDARDS INSTITUTE
BOTTOM FACE
BITUMINOUS
BUILDING
BLIND RANGE
BOULEVARD
BOTTOM OF PIPE, ELEVATION
BRANCH
BELL AND SPIGOT
BASEMENT
BOTTOM
BETWEEN
BUTTERFLY VALVE
CENTER TO CENTER
CATCH BASIN
CUBIC FEET PER SECOND
CURB AND GUTTER
CHANNEL
CONSTRUCTION JOINT
CENTERLINE
CLEAR. CLEARANCE
CONCRETE MASONRY UNIT
CLEAN QUI
COLUMN
CONCRETE
CONNECTION, CONNECT
CONTAINMENT PIPE
CONSTRUCTION
CORRUGATED
COUPUNG
CENTER
CULVERT
CYLINDER
PENNY (NAIL SIZE)
DEFORMED BAR ANCHOR
DOUBLE FLANGED
DIAMETER
DIMENSION
DIRECTION
DRAIN
DOWN
DOUBLE SPIGOT
ECCENTRIC
EACH FACE
ELEVATION
ELBOW
EQUALLY SPACED
EQUIVALENT
EACH WAY
EXISTING
FLOOR CLFANOUT
FLOOR DRAIN
FOUNDATION
FINISHED FLOOR
FINISHED GRADE
FLANGED
FLEXIBLE
FLOOR
FEMALE NATIONAL PIPE THREAD
FINISH. FINISHED
FOOTING
GROUND
GRADE
CATE VALVE
HUB GRAN
HOOK
HEAT TRACE
HIGH WATER SURFACE
HIGHWAY
INSIDE DIAMETER
INVERT ELEVATION
INSIDE FACE
INCREASER
INVERT
JOINT
UNEM FEET
R
RAD
RBR
REGA R
RED
REINF
RELOC
RJ
ROW
RR
SAN
RST
B
SCH
SOR
SDWK
STA
STM
STRL
STRUCT
SUSP
SWAM
T
T
TAN
TC
TENP
TTHHD
THK
THRU
Toy
TP
Tm8
RADIUS
RUBBER HOSE
REINFORCEMENT BAR
REDUCER
REINFORCED, REINFORCING
RELOCATE. RELOCATION
RESTRAINED JOINT
RIGHT OF WAY
RAILROAD
REINFORCING STEEL
SANITARY SEWER
SOIL BORING
SCHEDULE
STANDARD DIMENSION RATIO
SIDEWALK
STATION
STORM SEWER
STRUCTURAL
STRUCTURE
SUSPEND. SUSPENDED
SYMMETRICAL
TANK
TOP AND BOTTOM
TANGENT
TOP OF CONCRETE OR CURB
TEMPORARY
TOP FACE
THREAD
THICK. THICKNESS
THROUGH
TOP OF SLAB
TEST PR
TOP OF STEEL
TOP OF WALL
YP TYPICAL
NF UNFINISHED
V
VERT
VOL
VPC
VPCC
VPI
wr
W
W WATER LINE
VERTICAL
VOLUME
VERTICAL POINT OF CURVATURE
VERTICAL POINT OF COMPOUND CURVATURE
VERTICAL POINT OF INTERSECTION
VERTICAL POINT OF TANGENCY
NOTES:
1, ADDITIONAL ABBREVIATIONS FOR
SPECIALIZED WORK DIVISIONS
(MECHANICAL, INSTRUMENTATION,
ELECTRICAL. ETC.) ARE SHOWN ON THE
LEGENDS OF THE RESPECTIVE
DIVISIONS.
2. THIS IS A STANDARD SYMBOL
FIGURE. THEREFORE. NOT ALL OF THE
INFORMATION SHOWN ON THIS FIGURE
WILL BE USED ON THIS PROJECT.
EXISTING
UTILITY -< N"SAN
BUILDING .,\\\\\\N
EXAMPLES
NEW ABANDONED REMOVED
\\\\\\\ N/A\\'<\
NOTES:
IN GENERAL. EXISTING STRUCTURES, UTILITIES AND
FACILITIES ARE NOTED AS "EXISTING" AND SHOWN IN
LIGHT LINE WEIGHTS, OR ARE SHOWN AS SCREENED
BACKGROUND. NEW STRUCTURES ARE SHOWN IN
HEAVY LINE WEIGHTS.
EXISTING STRUCTURES. UTILITIES AND FACILITIES TO BE
ABANDONED ARE MARKED WITH DOTS AND
STRUCTURES, UTILITIES AND FACILITIES TO BE REMOVED
ARE MARKED WITH x'S.
GENERAL SITE CONSTRUCTION NOTES
1. ALL INFORMATION PERTAINING TO THE UTILITY
LINES/APPURTENANCES SHOWN ON THESE DRAWINGS ARE BASED ON
CURRENTLY AVAILABLE DATA. THIS INFORMATION IS APPROXIMATE
AND LEGGETTE, BRASHEARS & GRAHAM, INC. IN NO WAY
GUARANTEES ITS ACCURACY. ACTUAL LOCATIONS. ELEVATIONS OR
SIZES OF UTILITIES SHALL BE DETERMINED IN THE FIELD PRIOR TO
AND DURING CONSTRUCTION.
2. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR
SHALL OBTAIN AND REVIEW ALL AVAILABLE INFORMATION PERTAINING
TO EXISTING SITE UTILITIES. THIS INFORMATION MUST BE OBTAINED
FROM THE CORRESPONDING UTILITIES OWNERS BASED ON THE MOST
RECENT DATA.
3. WHERE NECESSARY FOR INSTALLATION OF WORK, EXISTING
UTIUTIES WILL REMAIN, AND WILL BE PROTECTED AND SUPPORTED.
4. WORK AREAS TO BE KEPT CLEAN AND FREE FROM EXCESSIVE
BUILD UP OF WASTE MATERIALS, UPON COMPLETION, ALL WORK
AREAS WILL BE LEFT IN A CLEAN CONDITION.
5. WORK AREAS SHALL BE RESTORED TO PRE -WORK OR BETTER
CONDITIONS.
6. CONSTRUCTION DRAINAGE: USE PUMPS, TEMPORARY DITCHES,
ETC. TO MAINTAIN A WELL DRAINED SITE FREE OF WATER AND
WATER SOFTENED SOILS.
7. SLOPE FINISH GRADES UNIFORMLY BETWEEN SPOT ELEVATIONS
SHOWN.
8. ALL WELL CONSTRUCTION AND PRODUCTS SHALL BE IN
ACCORDANCE WITH MECKLENBURG COUNT( GROUNDWATER WELL
REGULATIONS.
9. DETAIL DRAWING PIPE, FITTINGS AND ETC., ARE TO SCALE,
THREADS AND ETC., ARE NOT.
DIAMETER
(INCHES)
4 PVC -SCH40
PIPE MATERIAL
PIPE WALL
THICKNESS
PIPING
PIPING MATFRIAI ABBRFVIATIONS
TANKINF.
FLOWN\
STREAM DESCRIPTION
DIRECTION
B CROSSING OVER A
B PARALLEL UNDER A
HIDDEN PIPE
PERFORATED PIPE
PIPE DIAMETER CHANGE
PIPE MATERIAL CHANGE
�B
Il a
BCS
CGS
CI
CLDI
CPVC
CMP
CS
CSP
CU
DI
ELS
EPS
FRP
GS
HDPE
HPSC
PE
PR
PVC
RCP
SCH
SDR
SS
STL
BLACK CARBON STEEL
COATED GALVANIZED STEEL
CAST IRON
CEMENT LINED DUCTILE IRON
CHLORINATED POLYVINYL CHLORIDE
CORRUGATED METAL PIPE
CARBON STEEL
CORRUGATED STEEL PIPE
COPPER
DUCTILE IRON
COAL -TAR EPDXY -LINED STEEL
EXTRUDED POLYETHYLENE
FIBERGLASS REINFORCED PLASTIC
GALVANIZED STEEL
HIGH DENSITY POLYETHYLENE
HIGH PRESSURE STEEL COATED
POLYETHYLENE
PRESSURE RATING
POLYVINYL CHLORIDE
REINFORCED CONCRETE PIPE
SCHEDULE
STANDARD DIMENSION RATIO
STAINLESS STEEL
STEEL
1 IN 500
�—{ 5 P
3 1/2 R 3 1/2 PI
'MR
R
PROFILE LEGEND
TOP OF FRAME
MANHOLE (PROFILE VIEW)
PUMPING SUMP, PUMPOUT, PUMPING CHAMBER OR BLOWOFF
PIPE TO BE LAID TO MINIMUM FALL OF 1 FT.IN 500 FT
DOT INDICATES CHANGE IN GRADIENTS
CLASSIFICATION OF BACKFILL, SEE DETAILS AND SPECIFICATIONS
MINIMUM COVER INFORMATION
MAINTAIN MINIMUM COVER OF 5' BELOW FINISHED SURFACE
OVER PIPELINE
MAINTAIN MINIMUM COVER TO MEET 3 1/2' FROM ROAD SURFACE
OR OVER PIPELINE
FILL PROVIDED BY CONTRACTOR
CONCRETE
GRAVEL
SAND
SOIL
SURVEYING/TOPOGRAPHY
BM#Z BENCH MARK
— RFE—
SURFACE WATER ELEVATION
GROUND WATER ELEVATION
REGIONAL FLOOD ELEVATION
1047 PROPOSED CONTOUR
1Q/7
345
38. 00
37.50
131. 001
,1I8781
50+18
50+18 B.K.
0+00 AHD
EXISTING CONTOUR
REFERENCE LINE WITH
STATION NUMBER
CURB ELEVATION, GUTTER ELEVATION
PIPE CENTERLINE ELEVATION
PROPOSED SPOT ELEVATION
STATIONING ON SURVEY LINE
STATIONING EQUATION
DEPRESSION CONTOUR (HATCH MARKS
POINT TO BOTTOM OF DEPRESSION)
BOUNDARY OF SURVEY
SECTION LINE
— ROW RIGHT OF WAY LINE
�,— CENTER LINE
-- BUILDING SETBACK
O IRON PIN FOUND
O IRON PIN SET
® R.O.W. MONUMENT
�- CHISELED 'X"
PET
—CATV—'
—CATVO—
G
—N'w—
E
EO
T
TO
- STM
- SAN
V
❑E PAD
yC-F
0
UTILITIES
BURIED PETROLEUM TRANSMISSION UNE
BURIED CABLE TV
CABLE 1V (OVERHEAD)
BURIED GAS UNE
WATER LINE W/SIZE
BURIED ELECTRIC LINE
ELECTRIC LINE (OVERHEAD)
BURIED TELEPHONE LINE
TELEPHONE LINE (OVERHEAD)
STORM SEWER W/SIZE
SANITATION SEWER W/SIZE
ELECTRICAL JUNCTION BOX
TELEPHONE POLE
TELEPHONE PEDESTAL
POWER POLE/UGHT POLE
ELEC. PAD W/TRANS.
GAS METER/REGULATOR
MANHOLE FOR ELECTRIC
TRAFFIC SIGNAL
UTILITY POLE GUY WIRE
ORNAMENTAL LIGHT
STREET LIGHT
HYDRANT
MANHOLE
WATER VALVE
GAS VALVE
DROP INLET
INLET
CATCH BASIN
CULVERT
SITE FEATURES
Ali
-YyYy-1'1^
n n
7
-X—X—X-
0 c 0
\\\\\\\\\\\\\
MARSH AREA
TREE LINE
SHRUB AREA
DECIDUOUS SHRUB
CONIFEROUS SHRUB
DECIDUOUS TREE
CONIFEROUS TREE
STUMP
BILLBOARD
SIGN •
RAILROAD SIGNAL
RAILROAD TRACKS
TRAIL
ROAD -UNIMPROVED
ROAD -IMPROVED
RETAINING WALL
CURB AND GUTTER
DEPRESSED CURB
WATERSHED LIMITS
FENCE LINE
FENCE GATE
CHAIN LINK FENCE
WOOD FENCE
BUILDING LINES
PROPOSED
gE
rt
111
.4
EXISTING
•
•
0
0
CD
WELLS
GEOPROBE LOCATION
NESTED AS/SVE LOCATION
PIEZOMETER LOCATION
MONITORING WELL LOCATION
RECOVERY WELL LOCATION
SOIL -VAPOR EXTRACTION WELL LOCATION
MULTI -PHASE EXTRACTION WELL LOCATION
AIR SPARGING WELL LOCATION
SUPPLY WELL LOCATION
TEST BORING LOCATION
SOIL -GAS PROBE LOCATION
TEST PIT
L,'i 11
0 0 I
e J
/
NOTES:
1. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DMSIONS (MECHANICAL,
INSTRUMENTATION, ELECTRICAL, ETC.) ARE SHOWN ON THE LEGENDS OF THE
RESPECTIVE DIVISIONS.
2. THIS IS A STANDARD SYMBOL FIGURE. THEREFORE. NOT ALL OF THE
INFORMATION SHOWN ON THIS FIGURE WILL BE USED ON THIS PROJECT.
SITE WORK
SEEDING AND JUTE MATTING
SODDING
PAVEMENT
GRAVEL SURFACE
CONCRETE WALK
SILTATION FENCE OR STRAW BALES
SLOPE INTERCEPT
DITCH INVERT
DRAINAGE DITCH
DATE
REVISED
Prepared By:
LEGGETTE, BRASHEARS & GRAHAM, INC.
Professional Groundwater and Environmental Services
Northpark Corporate Center
8 Pine Tree Drive, Suite 250
St. Paul, MN 55112
[phone]
MAGELLAN TERMINALS HOLDINGS, L.P.
CHARLOTTE II TERMINAL
CHARLOTTE, NORTH CAROLINA
CIVIL/SITE CONSTRUCTION SYMBOLS & NOTES
FILE: GTS_CHII_C-01.DWG
DATE: MARCH 2016 I SHEET: C-01

OW-59
e
OW-60
OW-52
0
00W-47
MAGELLAN MIDSTREAM
PARTNERS
OW-51
MAGELLAN �\ MIDSTREAM
PARTNERS
/
MAGELLAN MIDSTREAM
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e OW-56
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Note:
Figure adapted from Figure 2 - Site Map - Former
Amoco Terminal Na 254, Charlotte, North Carolina,
Anneal Renrediation System Monitoring Report -July to
December 2013, URS Corporation, February 27, 2014
e OW-57
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x—x
MAGELLAN
MIDSTR
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TANK
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oW-11
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— - - — PROPERTY LINE PL
— — — — PROPERTY LINE NOT SURVEYED
RIGHT-OF-WAY LINE
EDGE OF PAVEMENT
- — EDGE OF GRAVEL
— x—K— CHAIN -LINK FENCE
MW MONITORING WELL
OW OBSERVATION WELL
DW DEEP BEDROCK WELL
SHALLOW BEDROCK WELL
PARTIALLY WEATHERED ROCK WELL
ABANDONED/DESTROYED WELL
TEXACO
REFINING
MARKETING..
INC.
/
\ /
\ / B!T
CULLER
GETTER
OW 6 \
MAGELLANMIDSTREAM
\ \
PRIMPS
9 \
OW-4
MW-4 Mdl-5
OW- 0 0
�
R/YY R/M R/I" R/W R/W R/W RAY
DATE
REVISED
e MHR-OD
OW-26> 0OW-27
MHR-2R/W R/W
Prepared By:
LEGGETTE, BRASHEARS & GRAHAM, INC.
Professional Groundwater and Environmental Services
Northpark Corporate Center
8 Pine Tree Drive, Suite 250
St. Paul, MN 55112
[phone]
a4u, 'LA
MAGELLAN TERMINALS HOLDINGS, L.P.
CHARLOTTE II TERMINAL
CHARLOTTE, NORTH CAROLINA
SITE MAP
FILE: GTS_CHII_C-02.DWG DATE: MARCH 2016 SHEET: C-02

A
ANC
ATT
AWS
B
BFV
BL-FL
BLV
BOP
BR
BS
C
CC
CLR
CO
CONC
CONN
COMP
CPLG
CORR
CTR
D
DF
DI
DIA
DIM
DIV
DN
DS
E
ECC
EL
ELB
EQL SP
EQUIV
EXST
FCO
FD
FLEX
FNPT
GAGV
GLV
GRD
OR
IID
IE
INC
INVT
MECHANICAL PIPING & VALVE ABBREVIATIONS
ANCHOR
ACTUATED VALVE
AIR/WATER SEPARATOR
BUTTERFLY VALVE
BLIND FLANGE
BALL VALVE
BOTTOM OF PIPE, ELEVATION
BRANCH
BELL AND SPIGOT
CENTER TO CENTER
CENTERLINE
CLEAR, CLEARANCE
CLEANOUT
CONCRETE
CONNECTION, CONNECT
CONTAINMENT PIPE
CORRUGATED
COUPLING
CENTER
DRAIN
DOUBLE FLANGED
DUCTILE IRON
DIAMETER
DIMENSION
DIAPHRAGM VALVE
DOWN
DOUBLE SPIGOT
ECCENTRIC
ELEVATION
ELBOW
EQUALLY SPACED
EQUIVALENT
EXISTING
FLOOR CLEANOUT
FLOOR DRAIN
FLEXIBLE
FEMALE NOMINAL PIPE THREAD
GATE VALVE
GLOBE VALVE
GRADE
HORIZONTAL
INSIDE DIAMETER
INVERT ELEVATION
INCREASER
INVERT
J
JT JOINT
L
LF
MATL
MH
MJ
MNPT
N
NEV NEEDLE VALVE
NPT NOMINAL PIPE THREAD
LINEAR FEET
MATERIAL
MANHOLE
MECHANICAL JOINT
MALE NOMINAL PIPE THREAD
0
OC ON CENTER
OD
P
PEN
PE
PJF
PLV
PR
PRR
PRV
R
RAD
RBR
REBAR
RED
REINF
RELOC
RJ
SCH
SDR
SDWK
SG
SLV
SUSP
SYMM
TAN
THD
THRU
TOS
TYP
U
UNF UNFINISHED
VERT VERTICAL
VRV
OUTSIDE DIAMETER
PENETRATE. PENETRATION
PLAIN END
PREMOLDED JOINT FILLER
PLUG VALVE
PRESSURE
PRESSURE RATING
PRESSURE RELIEF VALVE
RADIUS
RUBBER HOSE
REINFORCEMENT BAR
REDUCER
REINFORCED, REINFORCING
RELOCATE, RELOCATION
RESTRAINED JOINT
SOLENOID
SCHEDULE
STANDARD DIMENSION RATIO
SIDEWALK
SLIDEGATE
SLIDE VALVE
SUSPEND, SUSPENDED
SYMMETRICAL
TANGENT
THREAD
THROUGH
TOP OF SLAB
TYPICAL
VACUUM RELIEF VALVE
NOTES:
IN GENERAL, EXISTING STRUCTURES, UTILITIES AND FACILITIES ARE NOTED
AS "EXISTING" AND SHOWN IN LIGHT LINE WEIGHTS, OR ARE SHOWN AS
SCREENED BACKGROUND. NEW STRUCTURES ARE SHOWN IN HEAVY LINE
WEIGHTS.
EXISTING STRUCTURES, UTILITIES AND FACILITIES TO BE ABANDONED ARE
MARKED WITH DOTS AND STRUCTURES, UTILITIES AND FACILITIES TO BE
REMOVED ARE MARKED WITH x'S.
EXAMPLES
EXISTING NEW ABANDONED REMOVED
GENERAL NOTES
1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.
2. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO ADJACENT
STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND
FITTING MATERIAL SHALL BE AS SPECIFIED FOR ADJACENT STRAIGHT RUN OF
PIPE.
3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHALL BE
ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS OR AS REQUIRED.
4. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE
THRUST PROTECTED AS REQUIRED.
5. NUMBER AND LOCATION OF UNIONS SHOWN ON PLANS IS ONLY
APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT
REMOVAL OF VALVES AND MECHANICAL EQUIPMENT.
6. SYMBOLS SHOWN HERE FOR DOUBLE LINE FITTINGS ARE GENERIC ONLY.
REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END CONNECTIONS FOR SINGLE
PINE PIPE AND FITTINGS.
SINGLE LINE FITTING SYMBOLS
DOUBLE LINE
FITTING SYMBOLS
JOINT
UNION
REDUCER/INCREASER
(CONCENTRIC)
CROSS
TEE
TEE, IN/UP
TEE, OUT/DOWN
45' WYE
45' WYE, IN/UP
CAP
PLUG
90' ELBOW
ELBOW UP/IN
ELBOW DOWN/OUT
FLEXIBLE CONNECTOR
SOLVENT
FLANGED THREADED CEMENT
$ 'TI
«. O
O" Kee,
-9I
04,
wa
-G
li
0-
VALVE SYMBOLS
ACTUATED VALVE
BALL VALVE
BUTTERFLY VALVE
CHECK VALVE
GATE VALVE
GLOBE VALVE
SAFETY VALVE
SLIDE VALVE
SOLENOID VALVE
PRESSURE RELIEF VALVE
VACUUM RELIEF VALVE
VENTURI
ye.r -o-a- HMX.-
w 5 IF -I I I-- -NH ‘ HF
Nam!•
4.1., to- 7 -
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,Ma1- Ala- ASI>KIEI-
.plat bIo- -MiTH.T.-
SIDE VIEW TOP VIEW
IL.
111
VALVE NOTATION EXPLANATION
WW-XX-YY-ZZ
WW = 02 = 2-INCH DIAMETER
04 = 4-INCH, DIAMETER, ETC.
XX = SEE PIPING AND VALVE MATERIAL ABBREV.
W = NO = NORMALLY OPEN
NC = NORMALLY CLOSED
ZZ = FO = FAIL OPEN
FC = FAIL CLOSED
FL = FAIL LAST POSITION
WW = SIZE
XX = MATERIAL
W = NORMAL POSITION
ZZ = FAIL POSITION
NOTE:
THIS IS A STANDARD LEGEND. THEREFORE. NOT ALL OF
THIS INFORMATION MAY BE USED ON THIS PROJECT.
DATE
REVISED
PIPING IDENTIFICATION
FLOW
DIRECTION
STREAM DESCRIPTION
-VRR--Sii-PVC
��
DIAMETER LINE MATERIAL LINE NUMBER
(INCHES) PROCESS
AD=AIR
CR=CONDENSATE RETURN
DL=DILUTION
VR=VACUUM RETURN
B CROSSING OVER A
B PARALLEL UNDER A
BURIED PIPE
PIPE DIAMETER CHANGE
PIPE MATERIAL CHANGE
PIPING &_VALVF MATERIAI Af9RR IAT
AL
BCS
BR
BZ
CGS
CI
DI
CMPCL
CPVC
CS
CSP
CU
DI
ELS
EPS
FRP
GS
HDPE
HPSC
PE
PVC
RCP
SS
STL
ALUMINUM
BLACK CARBON STEEL
BRASS
BRONZE
COATED GALVANIZED STEEL
CAST IRON
CEMENT UNED DUCTILE CONCRETE
CLORINATED POLYVINYL CHLORIDE
CORRUGATED METAL PIPE CONCRETE
CARBON STEEL
CORRUGATED STEEL PIPE
COPPER
DUCTILE IRON
COAL -TAR EPDXY -LINED STEEL
EXTRUDED POLYETHYLENE
FIBERGLASS REINFORCED PLASTIC
GALVANIZED STEEL
HIGH DENSITY POLYETHYLENE
HIGH PRESSURE STEEL COATED
POLYETHYLENE
POLYVINYL CHLORIDE
REINFORCED CONCRETE PIPE
STAINLESS STEEL
STEEL
IN -LINE PARTICULATE FILTER
INLET FILTER SILENCER
OUTLET SILENCER
DISCHARGE SILENCER
BAG FILTER
AIR SAMPLE PORT/
COMPRESSION FITTING
PRESSURE GAUGE
agR1416&eAUGE
MAGNEHELIC GAUGE
AIR FLOW METER
WATER FLOW METER
BACKFLOW METER
SOVERHEAD
OLIGHT
BOILER DRAIN VALVE/
THERMOSTAT
EXHAUST FAN AND LOUVER
AIR INTAKE LOUVER
Prepared By:
LEGGETTE, BRASHEARS & GRAHAM, INC.
Professional Groundwater and Environmental Services
Northpark Corporate Center
6 Pine Tree Drive, Suite 250
St. Paul, MN 55112
[phone]
DOUBLE LINE
EQUIPMENT SYMBOLS
SIDE VIEW TOP VIEW
O
• ©
D 0 0 C
0
nod 1� 0
III i: III:
!IWO
Mk wee
re 1I
CAI
HEATER
CENTRIFUGAL BLOWER
REGENERATIVE BLOWER
ROTARY LOBE BLOWER
ELECTRICAL MOTOR
CENTRIFUGAL PUMP
SHALLOW TRAY AIR STRIPPER
AIR/WATER SEPARATOR
VAPOR LIQUID SEPARATOR
DRUM
SIDE VIEW TOP VIEW
0.�
eameseamea
MAGELLAN TERMINALS HOLDINGS, L.P.
CHARLOTTE II TERMINAL
CHARLOTTE, NORTH CAROLINA
MECHANICAL SYMBOLS & NOTES
FILE: GTS_CHII_M-01.DWG
DATE: MARCH 2016
SHEET:
M-01

5'4" DOOR
TREATED WATER
DISCHARGE TO
NPDES OUTFALL
BALL VALVE
13.4"
CARBON FILTERS
2" SCH B0 PVC
AIR STRIPPER
0
2" SCH 40 PVC
1" STEEL
OIL / WATER SEPARATOR
PRODUCT
STORAGE
DRUM
EXHAUST FAN
DATE
REVISED
LIQUIDS FROM
EXISTING SVE
SYSTEM
Prepared By:
LEGGETTE, BRASHEARS & GRAHAM, INC.
Professional Groundwater and Environmental Services
Northpark Corporate Center
8 Pine Tree Drive, Suite 250
St. Paul, MN 55112
[phone]
AIR STRIPPER
BLOWER
TRANSFER
PUMP
DOOR
ELECTRIC HEATER
AIR INTAKE LOUVER
CONTROL PANEL
MAGELLAN TERMINALS HOLDINGS, L.P.
CHARLOTTE II TERMINAL
CHARLOTTE, NORTH CAROLINA
EQUIPMENT LAYOUT
FILE: GTS_CHII_M-02.DWG DATE: MARCH 2016 SHEET: M-02

MECHANICAL SYMBOLS
VALVES TANKS & VESSELS
THREE WAY
ELBOW UP/IN
ELBOW DOWN/OUT
FILTER/STRAINER
Y-STRAINER
BALL VALVE
BUTTERFLY VALVE
CHECK VALVE
GATE VALVE
SAFETY VALVE
SUDS VALVE
PLUG VALVE
ECCENTRIC PLUG VALVE
BALL CHECK VALVE
NEEDLE VALVE
SOLENOID VALVE
ACTUATING BALL VALVE
VACUUM RELIEF VALVE
PRESSURE RELIEF VALVE
BALL VALVE WITH CORD GRIP
VALVES. SPECIAL OUT(
I
1
CHECK, SWING GATE
CHECK, SPRING
CONTROL. ELECTRIC -PNEVMATIC
CONTROL, PNEUMATIC -ELECTRIC
PRESSURE REDUCING,
SELF CONTAINED
PRESSURE REDUCING.
EXTERNAL PRESSURE
PRESSURE REDUCING.
DIFFERENTIAL
QUICK OPENING
VALVE NOTATION EXPLANATION
WW-XX-YY-ZZ
WW - 02 - 2-INCH DIAMETER
OA - l-NCH, DIAMETER. ETC.
XX - SEE PIPING AND VALVE MATERIAL ABBREV
W - MO - NORMALLY OPEN
NC - NORMALLY CLOSED
ZZ - F0 - FAIL OPEN
FC - FAIL CLOSED
FL - FAIL LAST POSITION
VA - 512E
MATERIAL
VT - NORMAL POSITION
ZZ - FRE POSITION
PUMPS. BLOWERS & MOTORS
CENTRIFUGAL PUMP
VERTICAL PUMP
POSITIVE DISPLACEMENT OR
METERING PUMP
ELBOW PUMP
ROTARY VANE OR SCREW
PUMPS AND COMPRESSORS
FAN BLOWER
LIQUID RING PUMP
RECIPROCATNG COMPRESSOR
(VERTICAL)
RECIPROCATNG COMPRESSOR
(HORIZONTAL)
--II EJECTOR
`-I v CHEMICAL FEED PUMP
®' �J� INLINE MIXER
Ovv ELECTRIC MOTOR
REGENERATIVE BLOWER
i-I
ROTARY LOBE BLOWER
POSITIVE DISPLACEMENT AR BLOWER
DRUM
GAS CYLINDER OPEN TOP
e
CONEBOTTOMCOVERED CONE ROOF
RAAIING ROOF INTERNAL VESSEL WITH
RCATING ROOF DISHED HEADS
TRAY COLUMN PACKED COLUMN SPRAY COLUMN
-CLI
DOMEDROOF COLUMN SNICK
MISC. TREATMENT EQUIPMENT
r
MR/WATER SEPARATOR
SHALLOW TRAY AR STRIPPER
FILTERS & SILENCERS
WNW-
u
CARTRIDGE FILTER
FILTER PRESS
VIBRATNG SCREEN
BELT CONVEYOR
SCREW CONVEYOR
WEIGH BELT CONVEYOR
BAG FILTER
IN-UNE PARTICULATE FILTER
INLET FILTER SILENCER
OUTLET SILENCER
DISCHARGE SILENCER
NOTE' xx
AS ADJUSTABLE SPEED
CS-1 CONSTANT SPEED (SINGLE
SPEED)
C5-2 CONSTANT 5P® (TWO
SPEED)
APE MATERIAL
() /7 PIPE WALL
IHICKNE55
PROCESS FLOW DIAGRAM LEGEND
TEMPERATURE DEGREES FANRENHER
CONCENTRATOR PARR PER MILLION
VAPOR ROW STANDARD CUBIC FEET PER MINUTE
WATER ROW GALLONS PER MINUTE
PRESSURE POUNDS PER SQUARE INCH CAGE
PROCESS NO.
PIPING
PIPING MATERIAL ABBREVIATIONS
INF
AN ` STREAM DESCRIPTION
ROW
pIRECTON II
B CROSSING OVER A
5 PARALLEL UNDER A TIFF
HIDDEN PIPE ------
PERFORATED PIPE • .
PIPE DOMEIER CHANCE .IA
PIPE MATERIAL CRAKE F.clm
AL
BCS
CGS
CI
CLDI
CPVC
CARP
CS
CSP
CU
DI
ELS
EPS
FRP
HOPE
HPSC
PE
PR
PVC
RCP
SCH
50R
SS
STL
ALUMINUM
BLACK CARBON STEEL
COATED GALVANIZED STEEL
CAST IRON
CEMENT LINED DUCTILE IRON
CLORINATED POLYVINYL CHLORIDE
CORRUGATED METAL PIPE
CARBON STEEL
CORRUGATED STEEL PIPE
COPPER
DUCTILE IRON
COAL -TAR EPDXY-UNED STEEL
EXTRUDED POLYETHYLENE
FIBERGLASS REINFORCED PLASTIC
GALVANIZED STEEL
HIGH DENSITY POLYETHYLENE
HIGH PRESSURE STEEL COATED
POLYETHYLENE
PRESSURE RATING
POLYVINYL CHLORIDE
REINFORCED CONCRETE PIPE
SCHEDULE
STANDARD DIMENSION RATIO
STAINLESS STEEL
1ILLL
INSTRUMENTATION SYMBOLS
FLOW
�IH
.01
PARSHALL FLUME
WEIR
ORIFICE RATE
VENTURI FLOW ELEMENT
PITOT STATIC
ROTAMETER
PROPELLER OR TURBINE METER
ELECTROMAGNETIC ROW METER
ULTRASONIC ROW METER
DENSITY METER
N - NUCLEAR
0 - OPTICAL
-
ULTRASONIC
SWIRL ROW METER
VORTEX FLOW METER
PIG INSERT POINT
VENT TO ATMOSPHERE
STRAIGHTENING
POSITVE DISPLACEMENT METER
TURBINE METER
SELF -AVERAGING PROT TUBE
LIQUID ROW METER
VENTURI ROW METER
PRESSURE & TEMPERATURE
4
IJ
1L
0
GAUGE WITH COCK (RANGE AS INDICATED)
THERMOMETER
LEVEL,
LEVEL (BUBBLE TUBE)
LEVEL (ROAT)
LEVEL (ULTRASONIC)
SIGHT GLASS
SINGLE LINE FITTING SYMBOLS
CONNECTION TYPE
FITTING
SOLVENT
RANGED THREADED CEMENT
JOINT
UNION
REDUCER/INCREASER
(CONCENTRIC)
CROSS
TEE
TEE, IN/UP
TEE, OUT/DOWN
♦5 WYE
AS WE. IN/VP
CAP
PLUG
90 ELBOW
ELBOW UP/IN
ELBOW DOWN/OUT
FLEXIBLE CONNECTOR
�0+
CAµ
1'
RB4
NOTES:
THIS 15 A STANDARD LEGEND, THEREFORE NOT ALL OF
THIS INFORMATON MAY BE USED ON THIS PROJECT.
DATE
REVISED
TRANSDUCERS
c/P wIxG-TNEP
FY WNREMOB-A'EL)-W
PO
ANALOG
DICRAL
VOLTAGE
FREQUENCY
CURRENT
PNEUMATC
PULSE F000U00 0
PULSE DURATION
INSTRUMENT IDENTIFICATION
BUBR(E SYMROI
UOC W15101 ERs}SEE 15A TABLE
[_(SEF eA00 *0 1
ODA a lUsfE wNwN iNER[
— ' ER N TION).
(2)--Z. UNIT PROCESS LINO LOOP OEMGNA....
L0001IOux(0E0 OE fs
INSTRUMFNT I ()CATION SYMR01
e
e
FIEI9 MOUNTED INSTRUMENT
PANEL MOUNTED INSTRUMENT
BEHIND -THE -PANEL MOUNTED
INSTRUMENT
ePILOT U.N./ALARM LIGHT
(LIGHT COLOR)
e
PROGRAMMABLE LOGIC CONTROLS
(OPERATOR ACCESSIBLE)
PROGRAMMABLE LOGIC CONTROLS
(OPERATORINACCESSIBLE)
COMPUTER EUNCII0N:
AUXILIARY LOCATOR
FLOW STREAM
— AIR— ATMOSPHERIC MR
— CA— COMPRESSED 4R
— CAW— GROUNDWATER
— PROD— FREE PRODUCT
SV— SOIL -VAPOR
VAR— VAPOR OR 501L VAPOR
— W— MUNICIPAL WATER
—SLOG— TANK -BOTTOM SLUDGE
SPECIAL CASES
eC
ON AND OFF EVENT UGIITS
OPENED AND CLOSED FO5TION LIGHTS
OPENED AND CL05E0 POSITION SWITCHES
EQUIPMENT TAG NUMBERS
WFANtr,L.,,s,
LOOP
NUMBER
O
NUMBER(SEE BELOW)
OPERATOR INTERFACE DISPLAY INDICATOR
PROGRAMMABLE LOGIC CONTROLS
(OPERATOR INACCESSIBLE)
INTERFA'CCEE
, SIGNAL POMACE
IPRESS INTERFACE
NTSYMBOLS
ERFACEN NUMBER DESTINATION SHEET
UMBER
NUMBER ACE LETTER
UPPER
CASE
USER'S CHOICE ASSIGNMENTS
LETTERS
B
SECOND POSITION NOT USED
M
SECOND POSITION NOT USED
FIRST W SECOND POSITION NOT U.
0
FIRST POSRION NOT USED
FIRST POSITION NOT USED
ED
Prepared By:
LEGGETTE, BRASHEARS & GRAHAM, INC.
Professional Groundwater and Environmental Services
Northpark Corporate Center
8 Pine Tree Drive, Suite 250
St. Paul, MN 55112
[phone]
TINS * NR/WATEB SEPNUTOR
F. iFILTER T
E VALVE
NV m NAND VALVE
= SLOWER
TYPE, ACTION OR CONTROL
ABBREVIATIONS
FR
ROA
NOR
NLOA
LCP
LOS
LR
NA
MCP
OA
OC
OCA
CO
ooR
55
ALTERNATING CURRENT
AUTO -MANUAL
DIRECT CURRENT
FORWARD -ALTO -REVERSE
FORWARD -REVERSE
HAND -OFF -AUTO
HAND -OFF -REMOTE
HIGH -LOW -OFF
HIGH -LOW -OFF -AUTO
LOCAL CONTROL PANEL
LOCKOUT STOP
LOCAL -REMOTE
MANUAL
MANUAL -AUTO
MAN CONTROL PANEL
OFF -AUTO
OPEN -CLOSE
OPEN -CLOSE -AUTO
ON -OFF
ON -OFF -AUTO
ON -OFF -REMOTE
PROGRAMMABLE LOGIC CONTROLLER
RESET
START -STOP
LINE LEGEND
MAIN PROCESS
SECONOARY PROCESS
ANALOG
1E SIGNAL SIGCOMMUNICATOR (G /CAR)
A
-0O SOFTWARE OR TWA LINK
+H- CONNECTING LINES
11 ) Es (PNNENMEue[R
/ GF 51cxNs aEPRESENTEoj
INSTRUMENT SOCIETY OF AMERICA (ISA) TABLE
NON -CONNECTING Anws
LETTER
FIRST LETTER(S)
SUCCEEDING LETTERS
MEASURED OR
INITIATING VARIABLE
MODIFIER
READOUT OR
PASSIVE FUNCTION
OUTPUT FUNCTION
MODIFIER
ANALYSIS (♦)
ALARM
B
BURNER, COMBUSTION
USERS CHOICE (+)
USERS CHOICE (a)
USERS CHOICE (+)
DONDUCTMTY
CONTROL
0
OENSITY
DIFFERENTIAL
E
VOLTAGE
SENSOR(PRIMARY ELEMENT
E
FLOW RATE
RATIO
L
GAUGE
GLASS
HAND (MANUAL)
HIGH
CURRENT
INDICATOR
POWER
SCAN
TIME OR SCHEDULE
CHANGE RATE
CONTROL STATION
L
LEVEL
LIGIR (PILOT)
LOW
MOTION
MIDDLE
USERS CHOICE (a)
USERS CHOICE (+)
USERS CHOICE (+)
USERS CHOICE (+)
0
USERS CHOICE (+)
ORIFICE. RESTRICTION
P
PRESSURE (0R VACUUM)
POINT (TEST CONNECTION)
PORT
0
OMANTITY
INTEGRATE
INTEGRATE
R
RADIATION
REEEIE
RECORD DR PRINT
5
SPEED OR FREQUENCY
SAFETY
SWITCH
TEMPERATURE
TRANSMIT
U
MULINARIABLE (A)
MULTIFUNCTION (a)
MULTIFUNCTION (a)
MULTIFUNCTION (+)
VIBRATION
VALVE OR DAMPER
WEIGHT OR FORCE
WELL
X
UNCLASSIFIED (a)
UNCLASSIFIED (+)
UNCLASSIFIED (a)
UNCLASSIFIED (a)
EVENT OR STATE
RELAY OR COMPUTE (a)
Z
POSITION, DIMENSION
ORME, ACTUATE OR
UNCLASSIFIED FINAL
CONTROL ELEMENT
(a) WREN USED. EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL. SEE ABBREVIATIONS.
TYPICAL LETTER SYMBOLS USED FOR IDENTIFYING
INSTRUMENTS & INSTRUMENT COMPONENTS
MEASURING DEVICES
CONTROLLING DEVICES
ALARM RECEIVERS
V LVESL
SWITCH
VARIABLE
PRIMARY
ELEMENT
RECORDING
INDICATING
TRANSMITTER
RECORDING
INDICATING
BLIND
INDICATING
HIGH
INDICATING
LOW
ANALYZERS
AE
AR
AI
AT
ARC
RC
AC
AAH
AL
ACV
AS
CONDUCTIVITY
CE
CR
CI
CT
CRC
CC
CC
CAM
CAL
CCPS
ROW
FE
FR
T
FrFRC
TC
FC
FAH
FAL
FCVrS
LEVEL
LE
ER
LI
LT
ERG
LIL
LC
L.
LAL
LLV
LS
PRESSURE
PE
PR
PI
Pl
PRC
PIC
PC
PAH
PAL
PCV
PS
PRESSURE
PRESSURE
POEDIFFERENTIAE
POR
POI
PDT
PDRC
NIG
POC
PDAH
PEAL
PD.
PDS
SPEED
SE
SR
51
ST
5RC
SIC
SL
SAH
$L
SCV
SS
MAGELLAN TERMINALS HOLDINGS, L.P.
CHARLOTTE II TERMINAL
CHARLOTTE, NORTH CAROLINA
PROCESS SYMBOLS & NOTES
FILE: GTS_CHII_P-01.DWG
DATE: MARCH 2016
SHEET: P-01

_J Vapor
Liquids
Wells
Existing Remediation Building
Knockout Drum
Vapor
Liquids
SVE Blower
Transfer Pump
Proposed Groundwater Treatment Skid
► to Air Treatment
DATE
REVISED
Prepared By:
LEGGETTE, BRASHEARS & GRAHAM, INC.
Professional Groundwater and Environmental Services
Northpark Corporate Center
8 Pine Tree Drive, Suite 250
St. Paul, MN 55112
[phone]
Ai to
Atmosphere
a�
Flow
Meter
Discharge to
NPDES Outtal
Optional Carbon Vessels
MAGELLAN TERMINALS HOLDINGS, L.P.
CHARLOTTE II TERMINAL
CHARLOTTE, NORTH CAROLINA
PROCESS FLOW DIAGRAM
FILE: GTS_CHII_P-02.DWG DATE: MARCH 2016 I SHEET: P-02

7'6"
EXHAUST FAN WITH
LOUVER
• •
aiW
Nir
i
15'10"
GROUNDWATER Q
INLET PIPE
15"
•ii4'•�iii�
ELEVATION A
15'10"
GROUNDWATER Q
DISCHARGE PIPE
ELEVATION C
7'6"
DATE 1 REVISED
Prepared By:
LEGGETTE, BRASHEARS & GRAHAM, INC.
Professional Groundwater and Environmental Services
Northpark Corporate Center
8 Pine Tree Drive, Suite 250
St. Paul, MN 55112
[phone]
L.
7' 10"
5'6"
5'4"
ELEVATION B
7'10"
CONTROL
PANEL
ELEVATION D
ffil a 1h'+
MAGELLAN TERMINALS HOLDINGS, L.P.
CHARLOTTE II TERMINAL
CHARLOTTE, NORTH CAROLINA
TRAILER ELEVATIONS
FILE: GTS_CHII_S-01.DWG DATE: MARCH 2016 SHEET: S—01

7'6"
15'10"
EXHAUST FAN WITH
LOUVER
A
Er .ftit
GROUNDWATER Q
INLET PIPE
CONTROL PANEL
15"
// // /// /// ////////////////// / / / / ///
ELEVATION A
ELEVATION C
7.10"
5'6"
5'4"
ELEVATION B
ri/lcbittuJ 'h
7'10"
ELEVATION D
DATE
REVISED
Prepared By:
LEGGETTE, BRASHEARS & GRAHAM, INC.
Professional Groundwater and Environmental Services
Northpark Corporate Center
8 Pine Tree Drive, Suite 250
St. Paul, MN 55112
[phone]
MAGELLAN TERMINALS HOLDINGS, L.P.
CHARLOTTE II TERMINAL
CHARLOTTE, NORTH CAROLINA
TRAILER ELEVATIONS
FILE: GTS_CHII_S-01 .DWG
DATE: MARCH 2016
SHEET: S—01

Jx {
A1
O OA2
D OBI
0 081
A
At
81
CIRCUIT BREAKER. THERMAL
LIMIT SMOCH, MN.NNEO
LIMIT SWITCH, NORMALLY OPEN
LIMP SWITCH, NORLLLLLY CLOSED
LIMIT SYn100. HELD OPEN
LAM SNITCH. HELD CLOSED
LIMIT SWITCH. NEUTRAL POSITION
FOOT SWITCH. NORMALLY OPEN
FOOT SNITCH, NORMALLY CLOSED
PUSH BUTTON, DOUBLE CINCUR
P USH BUTTON. MUSHROOM HEAD
PUSH BUTTON. MN.ARNED
WALL CLUCK
JUNCTION BOX
PULL BOX
5 KV DRAWOUT POWER CIRCUIT BREAKER
5 KV CUSS FUSED SWITCH
A-C CIRCUIT BREAKER
A-C TIME OVERCURRE. RELAY
UNDERVVLTAGE RELAY
THE DELAY CON1AOT, NORMALLY OPEN
TIME DELAY CONTACT, NORMALLY CLOSED
LAMPS. PUSH TO TEST. DENOTE LENS COLOR
BY LETTER
SELECTOR SWITCH
MOTOR
OVERLOAD RELAY
BELL. BUZZER
PUSH BUTTON, NORMALLY OPEN
-oso- MAN BUTTON. NORMALLY CLOSED
-0f
AaL
- 0-
METER
- CONTROL DEICE
IMMOTOR STARER COL
5.5OENOD COIL
C-RELAY COL
T.1MER
DKRME DELAY REIY
-IJ MISC. EQUIPMENT
SDA
NOTES:
SELECTOR SNITCH
SELECTOR SWITCH, MNNTNNED
INDICATING LENT
INDICATING LIGHT, PUSH TO TEST
Y. MAKER. EMBWE G-GREEN,
R.RED. W=WHITE
MAGNET COIL
0ROUNO SENSOR OVERCURRE. RELAY
ME SETTING AND CKUP DICATED
ROTARY AMMETER SNITCH
ROTARY VOLTMETER SWITCH
AC. URETER -SCALE INDICATED
A.C. VOLTMETER - SCALE INDICATED
VARIABLE SPEED CONTROL
SOLENOID VALVE
DIFFERENTIAL TRANSFORMER PROTECTION
NEUTRAL AC TIME OVER CURRENT RELAY
BATTERY
CAPACITOR
CIRCUIT BREAKER, AIR, SINGLE -POLE
CIRCUIT BREAKER. 06.. THREE -POLE
COIL NWMAGNEOC CORE
COL MAGNETIC CORE
THIS 5 A STANDARD LEGEND. THEREFORE, NOT ALL OF
THIS INFORRATON MAY BE USED ON TH5 PROJECT.
0$00'00
WIRING DIAGRAM
COIL , OPERATING
WIRE CROSSING. NO CONNECTION
WIRES CONNECTED
GROUND CONNECTION
AMMETER
VOLTMETER
WATT METER
OC MOTOR OR GENERATOR ARMATURE
DC MOTOR OR GENERATOR SHUNT FIELD
DC MOTOR OR GENERATOR SERIES FIELD
DC MOTOR OR GENERATOR COMYUN1CATING
(INIERPOLE) FIELD
THREE-PHASE SYNCHRONOUS MOTOR 0R
GENERATOR
THREE-PHASE SQUIRREL -CAGE ACTOR
SWITCH. 51NG1E-POLE, SINGLE -THROW
CURRENT TRANSFORMER
INDIRECTLY HEATED CATHODE
INTERNAL PANEL WRING
FIELD WIRING
TERMINAL IN PLC I/O CABINET
TERMINAL IN ETAS CABINET
TERMINAL IN FIELD
TERMINAL IN MCC
PLUG
RECEPTACLE
RELAY
LOGIC ELEMENT: IF A AND NOT B THEN C
LOGIC ELEMENT: IF A OR 8 THEN C
VOICE C0M41NNICATION PONT
SEAL METER 5R (N0. X - SEALING FLUID)
RUSHING CONNECTION (N0. X - RUSHING ROD)
RUSHING CONNECTION PERMANENTLY CONNECTED:
(N0. X - RUSTING FLUID)
MISCELLANEOUS ELECTRICAL DIME UNIT
ADJUSTABLE TIMER
MOTOR DRIVEN TIMER
THERMAL TIMER
ELECTRONIC TIMER
PNEUMATIC TIMER
SENSINNE RELAY
LOAD RELAY
CONTROL RELAY
MOTOR STARTER COL
CONTACTOR COL
DIGITAL OR SWITCHING GROUND
SIGNAL OR ANALOG GROUND
CHASSIS OR EARTH GROUND
NTERLOCNED COMPONENTS
CUSTOMERS FARING
LIGHT -LETTER
DESIGNATES COLOR
R-RED
G-GREEN
A -AMBER
W -WRIT E
Y-YELLW
B-BLUE
recto RESISTOR
ADJUSTABLE RESISTOR
CIRCUIT BREAKER
RELAY CONTACTS
RUNNING THE NETER
NORM
FUSE
PROBE TIP
FEMALE
LE —
Z
y0
0 0
O O HEAVY DUTY SELECTOR
0 0 1W0 POSMON
T)-
OHO
0
CAPACITOR
DIODE
PLUG AND RECEPTACLE
NO CONNECTION
HEATER
POTENTIOMETER
HEAVY DUTY SELECTOR
CENTER -OR THREE POS1KIN
THERMOSTAT (COOLING TYPE)
THERMOSTAT (HEATING TYPE)
SNAP ANION CAA, UNIT, RC. SWITCH
(MANT0NED POSITION)
SNAP .110N CAL UNIT, ETC. SWITCH
(SPRING RETURN)
ROW SWITCH
TOGGLE SWITCH CENTER -OR
P TI NORMALLY CLOSED PUSH BUTON,
MOMENTARY OPEN
NORMALLY OPEN PUSH BATON,
MOMENTARY CLOSE
AC K A )AC
CHECK VALVE SWITCH
FLOAT TYPE UQUID LEVEL SWITCH,
CLOSING ON RISING LEVEL
FLOAT TYPE UOUID LEVEL SWITCH,
OPENING ON RISING LEVEL
SOLENOID VALVE
BELL
ELECTRICAL CONNECTION
M8NTNNED CONTACT PUSH BUTTON
TRANSFORMER
DUPLEX RECEPTACLE
FULL WAVE RECTIFIER
LOGIC ELEMENT:
A AND B THEN C
LOGIC ELEMENT:
A AND NOT 8 THEN C
F R8OR BU 10(5 C
MEMORY ELEMENT
S-SET. R-RESET
TYPES OF TIME DELAY
CONTACTS & OPERATION
CLOSES AFTER DELAY ON
ENERG12ATIDN
CLOSED ON EHERGI2ATON
RE -OPENS ARER DELAY
ON DE-ENERO*0ON
OPENS AFTER DELAY
ON ENEROZATION
OPENS ON ENERG12AT0N
RE -CLOSED AFTER DELAY
ON DE-ENEROZADON
PRESSURE OPERATED
SWITCHES
NORNALLY OPEN
CLOSES ON RISING
FLOAT
SWIT1HFS
OPPENY CLOSED
5 LL5 ON RISINGwtl
I/O ADDRESS DEFINITION
INPUT DACE FT--�� MOOAE GROUP (0-32)
o I- OlI1PUT DEVICE I F—ADDRESS N0. (0D-02,10-I>)
X X XX
„FLOSS -THE -ONE NON -REVERSING
EMA SIZE 2 MAGNEIC STATER
NEIM SIZE A MAGNETIC STARTER:PW-PAR WINDING, YO-IYYE DELTA.
R-REVERSING
NEMA SIZE A MAGNETIC STARTER:
RV -REDUCED VOLTAGE AUTO TRANSFORMER
MOLDED CASE CIRCUIT BREAKER. 3 POLE UNLESS
OTHERWISE NOTED: 50A.-TRIP RATING IN AMPERES
NOTE:
...ALL WIRE *MIXERS ON EACH WIRE AT EVERY
TERMINAL POI. BASED OM:
(A) I/O ADURE55 SNUMBERS AS TH 15r CHOUCE,
EXAMPLE (100-12)
(B) TERMINAL BLOC( SURBER'S A5 111E 2ND CHOICE.
EXAMPLE (T100-17)
TRANSFORMER, DETAILS AS NOTED WITH GROUNDED
SECONDARY HA -NON AUTOMATIC
CONTROL RELAY OR COIL
(1T2 PUMP N0.1, TIME DELAY RELAY NO2
2R1 PUMP N0.2, GENERAL PURPOSE RELAY N01
CRI CONTROL RELAY N STARTER N0.1
M1 STARTER N0. MAN COIL
ELECTRODE FITTING WITH ELECTRODES
MANUAL MOTOR STARTER MUM OVERLOAD PROTECTION
RESISTOR (FIXED)
RESISTOR (CONTINUOUSLY ADJUSTABLE)
PUSH -TO -TEST INDICATING LIGHT
ELAPSED TIMER
TWO POSITION SELECTOR SWITCH:
N-HAND, M-ANNUAL, R-REMOTE, L-LOCAL.
A-AUTOMATC, 0-OFF
THREE POSITION SELECTOR SWITCH: (SAME AS ABOVE)
SINGLE POLE TOGGLE SWITCH ('ON -OFF' ETC.)
THREE POSITION SPRING RETURN -TO -CENTER
MOMENTARY CONTACT SWITCH (MATCH -UNLATCH',
'ON -OFF', ETC.)
LOCAL PANEL OTHER
oEl
® • ® 0-
© M1 2
0 JI�0jQ1�
M
JOOR©
3D❑
10A00
1 0
300
2
25d
PLAN
2 BUTTON START/STOP SWITCH
UGNT
UT SWITCH
SELECTOR SWITCH
2 BUTTON START/STOP UT SWITCH
2 BUTTON START/STOP SWITCH WITH '0N' COO
2 BUTTON START/STOP SWITCH WITH 'ON' 8 'OFF' LIGHT
MULTI OUTLET ASSEMBLY
TELEPHONE RECEPTACLE (OUTLET BOX ONLY)
LUSH IN FLOOR
TELEPHONE RECEPTACLE (OUTLET BOX ONLY)
GENERAL CONTROL OR WIRING DEVICE. REED 1
ENCLOSURE UNLESS INDICATED OTHERWISE. LETTER
SYMBOLS OR ABBREVIATIONS INDICATE TYPE OF DEVICE.
PUSH-BUTTON STATION, NEW 1 ENCLOSURE UNLESS
INDICATED OTHERWISE. (WP.NEW 0 ENCLOSURE) SEE
CONTROL DIAGRAMS FOR TYPE PUSH BUTTON REQUIRED.
NONFUSED 05CONNECT SWITCH, SIZE INDICATED,
3 POE UNLESS NOICATE0 OTHERWISE, NEW 1
ENCLOSURE WP0WEAINERPROOF (NEW 3R)
FUSED DISCONNECT SWITCH, SIZE INDICATED
(60/A0, 60K.ITCH RATING, AD.FUSE RATING)
3 POLE UNLESS INDICATED 0TIERNSE. NEW I
ENCLOSURE WP..WEATHERPROOF (NEW 3R)
CONTACTOR. MAGNETIC. NEAR SIZE INDICATED. NEW 1
ENCLOSURE, UNLESS INDICATED OTHERWSE
UGHTINCONTACTOR, CURRENT RATING INDICATED, IG
NEW ENCLOSURE UNLESS INDICATED OTHERWISE.
SEE CONTROL (MGRNO FOR NUMBER OF POLES
STARTER MAGNETIC NEW SIZE INDICATED, NEW 1
ENCLOSURE UNLESS INDICATED OTHERWISE.
SEE CONTROL MAGRAM
COMBINATION (FUSE OR CIRCUIT BREAKER AS INDICATED)
MAGNETIC STARTER. NEW SIZE INDICATED,
NEW 1 ENCLOSURE UNLESS INDICATED OTHERWISE.
SEE CONTROL DIAGRAM.
Tai
•
0
00
BALL EL099
-e
-010 LID
-e B
METERING FACILITIES
13.8 KV PAWOUNT TRANSFORMER
LIGHTING PANEL
POWER PANEL
MOTOR CONTROL CENTER
TELEPHONE CONDUIT ONLY 1 IN. UNLESS
OTHERWISE NOTED
FLUORESCE. LIGHTING FIXTURE
THERMOSTAT
HEATER
HORN
INDEX TO NOTE 1 'SEE NOTE 1'
120 V SINGLE RECEPTACLE. NEMA
CONFIGURATION 5-20
120 V DUPLEX RECEPTACLE. NEMA
CONFIGURATION 5-20
240 V DUPLEX RECEPTACLE. NEMA
CONFIGURATION 6-20
COMBINATION DUPLEX RECEPTACLE. RENA
CONFIGURATIONS 5-20 ANO L5-20
SINGLE SPECIAL-PURPOSE RECEPTACLE, ASTERISK
INDICATES NUMBER. SUCH AS AMPERAGE. TO
DIFFERENTIATE BETWEEN TWD OR MORE DIFFERENT
TYPES. 120 0R 2. VAC.
-0 SINGLE SPECIAL PURPOSE RECEPTACLE 180 VAC.
DATE
REVISED
A
AC
A/C
.0
AMR
ATR
AS
ASU
Ai
ATC
A1s
AR
MOWN
AUTO
B
RATT
BBL
BC
BKR
BLDG
Bw
CAB
CAR
CB
CC.
CNLOR
CKT
CLF
0NTR
COC
COMP
COWR
COMPT
CONC
GOOD
CONTR
CP
CPT
CR
CRS
CS
CT
C1R
CU
DEB
DC
DISC
DIST
ON
OR
OS
DWG
cP
ECU
EF
EFT
EN
OEM
ELEV, EL
ENTER
INCUR
0,
COUP
E.
ETM
FIST
EM
AMMETER. AMPERE
ALARM ANNUNCIATOR
ALTERNATING CURRENT
NR CONDITIONING
CONDITIONING UNIT
AMPERE FRAME
ABOVE FINISHED FLOOR
AMPLIFIER
APPROVED
AMMETER SWITCH. AMPERE SENSOR
MR SUPPLY UNIT
AMPERE TRIP
AUTOMATIC THROWOVER CONTROL
AUTOMATIC TRANSFER SWITCH
AUTOMATIC VOLTAGE REGULATOR
ALARM RELAY
ANNUNCLTOR
UTOWTIC
BELL OR BUZZER
BATTERY
BUBBLER
BARE COPPER
BREAKER
BUILDING
BACKWASH
CONDUIT, CONTACTOR
CABINET
CARBON
CNCOT BREAKER
CONTROL CARE. CENTER TO CENTER
COAGUUHT CONTROL CENTER
CHLORINE, CHLORINATION
CIRCUIT
CURRENT LIMITING RISES
COUNTER
CONDUIT ONLY
CHANGEOVER CONTACTOR
COMPRESSION
COMPRESSOR
COMPARTMENT
CONCRETE
CONTINUED
CONTROL
CONTROL PANEL
CONTROL POWER TRANSFORMER
CONTROL RELAY
COATED RIGID STEEL CONDUIT
CONTROL STATION OR CONTROL SWATCH
=NOD TRANSFORMER
COPPERCENTER
DIRECT EARTH BURIED
DIRECT CURRENT
DISCONNECT
DISTRIBUTION
DIVISEN
DR.
DISCONNECT SWITCH
DRAWING
EMPTY
ENVIRONMENTAL CONTROL PANEL
ENVIRONMENTAL CONTROL UNIT
EXHAUST FAN
EFFLUENT
ELECTRIC HEATER
ELEMENTARY
ELEVATION
EMERGENCY
ENCLOSURE
EXPLOSION PROOF
EQUIPMENT
ELAPSED THE METER
EXHAUST
EXISTING
EXTERIOR
FFDR
F, FU
FLEX
FIR
FLUOR
TIA
FREO
FS
FT
FUR
FUT
PAIR
FVA
TWO
G
GAL
GAIN
GEN
OFR
GNO
H
NH
HU
RLL
HOA
HPS
HTR
HV
INAC
NZ
8 C
NCANU
ND
N5T
NSR'D
TIT
SC
J. J-BOP
KV
LAVA
kVAR
LW
LA
LCP
LL
LOC
LOS
L S
LTC
LT FLEX
LTG
LT
LTS
LVE
LV
ELECTRICAL ABBREVIATIONS
M
FEEDER M
FUSE MA
FLOW INDICATOR MAN
FLEXIBLE NA;
FLOOR MAX
FLUORESCENT NCR
FLOW METER ARCM
FREQUENCY MCC
FLOAT SWITCH MD
FLOW TRANSMITTER, FOOT OR FEET MERC
FURNACE ION
FUTURE MN
FULL VOLTAGE NON -REVERSING
FULL vLTAGE REVERSING
FORWARD
GREEN. GROUND
GALLERY
CALv/412EO
GENERATOR
GROUND FAULT INTERRUPTER
GROUND FAULT RELAr
GROUND
HIGH SPEED, HORN OR ROWLER
1MNOH0LE
HIGH INTENSITY DISCHARGE
IOH LIQUID LEVEL SWITCH
NANO- OFF -AUTOMATIC
HIGH PRESSURE 5001UM
HEATER
HIGH VOLTAGE
HEATING, VENTILATING 8 MR CONDONING
HERTZ
INTERRUPTING CAPACITY. RAO TN
INSTRUMENTATON 8 CONTROL
INCANDESCENT
IROGATION
INSTANTANEOUS, INSTRUMENT
INSTALLED
INTERIOR
INSTANTANEOUS SHORT CIRCUIT CURRENT
JUNCTION BOX
KEY INTERLOCK
KILOVOLT
KILO VOLT-AMPERE
KILOVOLT AMPERE REACTIVE
KILOWATTS
LIGHTING CONTRACTOR. LOW SPEED
LIGHTNING ARRESTER
LOCAL CONTROL PANEL
LOWER LEVEL
LOCAL
LOCKOUT STOP
LOCAL/REMOTE
LEVEL SWITCH. LIMIT SWITCH
LOAD TAP CHANGER
UQUID now FLEX CONDUIT
UCNTINC
LIGHT
LIGHTS
LEVEL
LW VOLTAGE
1AGNETIC CONTACTOR CDIL
LLLAAMPS
MA
GNETIC
YU4
NACU GRCUIT BREAKER
MOTOR CONTROL CENTER
THOUSAND CIRCULAR MILS
ACT DRIZE0 CAMPER
MERCURY vMOR
MAGNETIC ROM' WIRER
U1ES.im
MATTS. OI
MO MOTOR OPERATERATOR
MOV MOTOR NTRSTARTEFn VALVE
45 UNT S OUNTE
NT NE MOUNT, MOUNTED
MTI MOTOR
W MERCURY VAPOR
N
NA
N/A
NC
NOM
NITS
NO
NP
N15
0
OC
OCR
OCB
OL
0/0
ONTO
P
P ABx
PS
PC
PCP
PFR
PN
P05
POT
PRI
PS
PT
PVC
PAIR
PSG
PWR
Pw
R E
REV 0 0
D
REV
R4
RAF
RS
RTV
RVNR
RAW
NEUTRAL
NON -AUTOMATIC
NOT APPLICABLE
NORMALLY CLOSED
NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION
NOT N CANIRACT
NOT IN THIS SECTION
NORMALLY OPEN, NUIABER
NOT TO SCALE
ON CENTER
OYERCURRENT Ram'
OR. CREW BREAKER
OVERLOAD RELAY
ON/OFF
OVERALL
RASE
RNATE AROMATIC BRANCH EXCHANGE
CALL BOX. PUSH BUTTON
HOTOC ELL
CANT CONTROL PANEL F
OVER ACTOR
RASE FAILURE RELAY
E BOARD
osmoN
011611
OTENTIO4ETER
81155
RESSURE SWTCR
OIENTML CHLORIDE ER
OLWCO
RASE MI ITOR K CONDUIT
RASE MONITOR RELAY
OWER SNITCH CEng
ART WI DING
OVER
RED. RUN
RECEPTACLE
REQUIRED
REVERSE
REMOTE MULTPLEXER, ROOM, RUN CONTACTOR COIL
ROOT MEAN SQUARE
RGID STEEL CONDUIT
REMOTE TERN.L UNIT
00110
REDUCED VOLTAGE NON -REVERSING
REDUCED VOLTAGE REVERSING
NOTE:
THIS SCHEDULE TO BE USED FOR
ELECTRICAL SHEET ABBREVIATIONS ONLY.
Prepared By:
LEGGETTE, BRASHEARS & GRAHAM, INC.
Professional Groundwater and Environmental Services
Northpark Corporate Center
8 Pine Tree Drive, Suite 250
St. Paul, MN 55112
[phone]
S
SA
SCH
5C
SCR
SEC
SECT
SEL SW
SEG
SH
SHLD
SIG
C
5/N
SM
SPO
SPECS
SP HTR
55
SST
STA
ST
STR
SV
SW
SYGR
5W13
ss
T
TAGH
TERM
TERM S P
TB
tC
TO
TOR
TEL
TELCR
TEMP
TJB
To
TRANS
TS
TW T
TSPA
TSPT
TYP
rn
B TEC
TCI
TCN
UG
UN
LINO
USO
IIVR
V
VAL
VS
VS
VSC
KO
VP
W
WH0
WTA
x
OMR
MON
STATUS ANNUNCIATOR
SCHEDULE
SPEED CONTROL
SILICON -CONTROLLED RECTIFIER
SECONDARY, SECONDS
SECTION
SELECTOR SWITCH
SEQUENCE
SPACE HEATER. SKEET
SHIELDED
SIGNAL
START CONTACTOR COL
50UD NEUTRAL
SPEED
SPECIFIOATIONS
SPACE HEATER
SUBSTATION
START/STOP
STAINLESS STEEL
STATION
SEQUENTIAL TRIP LAMER, SHUNT rape
STANDARD
STEEL
STARTER
SOLENOID vALVE
SWITCH
SWITCH GEAR
SWITCHBOARD
SYMMETRICAL
M
THERMOSTAT, TIMER
TACHOMETER
TERMINAL 0R TERMINATOR
TERMINAL STRIP
TERMINAL BOARD
TELEMETRY CABINET. DIE CLOSED OR TRIP COL
TEMPERATURE DETECTOR RELAY
TIME DELAY RELAY
TELEPHONE
TELEPHONE COMPANY
TEMPERATURE
TERMINAL JUNCTION BOX
TIME OPEN
TRANSFORMER
TEMPERATURE SWITCH, TIME SWITCH
TWISTED SHIELDED PNR
TRANSFORMER SUDDEN PRESSURE ALARM
TRANSFORMER SUDDEN PRESSURE TRIP
TYPICAL
TELEPHONE TERM CABINET
TRINIDAD TOBAGO ELECTRICITY COMMSSION
TAP CHANGE INDICATOR
TAP CHANGE INCOMPLETE ALARM
UNDERGROUND
UNIT HEATER (GAS FIRED)
UNLESS NOTED OTHERWISE
UUNLESS 51.0. NDER VOLTAGE (SPECIFIED) OMERWISERELAY
VOLTMETER, VOLT, VOLTAGE
VALVE
VAPOR PROOF
VOLTMETER SWITCH
VARIABLE SPEED CONTROLLER
VARIABLE FREQUENCY OLIVE
wATT -HOUR DEMAND METER
WEATHERPROOF
WATERTIGHT
DING TENPERATuRE ALARM
TRANSFORMER
MANSM,ER
EXPLOSION PROOF
MAGELLAN TERMINALS HOLDINGS, L.P.
CHARLOTTE II TERMINAL
CHARLOTTE, NORTH CAROLINA
ELECTRICAL SYMBOLS & NOTES
GTS_CHII_E-01.DWG
DATE: MARCH 2016
SHEET: E-01

5'4" DOOR
LEGEND
F
I.S.
XP
FLOAT SWITCH
INTRINSCALLY SAFE WIRING
EXPLOSION PROOF WIRING
13' 4"
TO CONTROL PANEL
34i 240 VAC XP
CARBON FILTERS
OIL / WATER SEPARATOR
FLOATS
OWS(3)
F
r 4,
OWS TRANSFER
PUMP MOTOR
AIR STRIPPER
O
FLOAT —AIR
STRIPPER
O PRODUCT
STORAGE
DRUM
F
FLOAT — P ODUCT STORAGE DRUM
► TO CONTROL PANEL
I.S.
AIR STRIPPER
BLOWER MOTOR
TRANSFER
PUMP MOTOR
TO CONTROL PANEL
34' 240 VAC XP
TO CONTROL PANEL TO CONTROL PANEL
I.S. 34' 240 VAC XP
1. ELECTRICAL INSTALLATIONS SHALL CONFORM TO THE
REQUIREMENTS OF ANSI/NFPA 70 2014 NEC. ALL ELECTRICAL
PRODUCTS FURNISHED AND INSTALLED FOR COMPLETION OF THE
WORK SHALL BE LISTED BY UNDERWRITERS LABORATORIES, INC.
2.ALL INTERIOR ELECTRICAL EQUIPMENT AND WIRING SHALL BE
RATED FOR A CLASS I, DIVISION II, GROUP D HAZARDOUS
ENVIRONMENT.
3.POWER SUPPLIED AT THE SITE IS 240 VAC.
4.ELECTRICAL SERVICE PANELS SHALL BE WALL MOUNTED,
EXTERIOR —RATED (WEATHERPROOF — NEMA 4 OR 4X) LOCKING
METAL BOXES TO ENCLOSE THE SERVICE PANEL.
5.A FUSED MAIN DISCONNECT SWITCH SHALL BE PROVIDED FOR
DISCONNECTING ALL POWER TO THE TREATMENT TRAILER/SKID,
INCLUDING BOTH 240V AND 120V POWER THAT IS SUPPLIED TO
THE SYSTEM. THE DISCONNECT SHALL HAVE A PROVISION FOR
LOCKING IN THE OFF POSITION.
6.DUKE ENERGY AIC RATING IS 9020.
EXHAUST FAN
MOTOR
TO CONTROL PANEL TO CONTROL PANEL
14) 120 VAC XP I.S.
DATE 1 REVISED
Prepared By:
LEGGETTE, BRASHEARS & GRAHAM, INC.
Professional Groundwater and Environmental Services
Northpark Corporate Center
8 Pine Tree Drive, Suite 250
St. Paul, MN 55112
[phone]
DOOR
Maktt,ti 9i
\, ELECTRIC HEATER
TO CONTROL PANEL
1. 120 VAC XP
AIR INTAKE LOUVER
CONTROL PANEL
MAGELLAN TERMINALS HOLDINGS, L.P.
CHARLOTTE II TERMINAL
CHARLOTTE, NORTH CAROLINA
ELECTRICAL LAYOUT
FILE: GTS_CHII_E-02.DWG IDATE: FEB 2017 ISHEET. E-02

Attachment 4
Analytical Monitoring Data

LINKS
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ANALYTICAL REPORT
Eurofins TestAmerica, Denver
4955 Yarrow Street
Arvada, CO 80002
Tel: [phone]
Laboratory Job ID: 280-134015-1
Client Project/Site: Magellan Charlotte II
For
WSP USA Inc (formerly LB&G)
520 Nicollet Mall, Suite 800
Minneapolis, Minnesota 55402
Attn: Carrie Hinners
Roxa./ ,tL Cc Bros
Authorized for release by:
3/5/2020 9:03:12 AM
Roxanne Cisneros, Senior Project Manager
[phone]
[e-mail]
The test results in this report meet all 2003 NELAC and 2009 TNI requirements for accredited
parameters, exceptions are noted in this report. This report may not be reproduced except in full,
and with written approval from the laboratory. For questions please contact the Project Manager
at the e-mail address or telephone number listed on this page.
This report has been electronically signed and authorized by the signatory. Electronic signature is
intended to be the legally binding equivalent of a traditionally handwritten signature.
Results relate only to the items tested and the sample(s) as received by the laboratory.
0

Client: WSP USA Inc (formerly LB&G) Laboratory Job ID: 280-134015-1
Project/Site: Magellan Charlotte II
Table of Contents
Cover Page 1
Table of Contents 2
Definitions 3
Case Narrative 4
Detection Summary 5
Method Summary 6
Sample Summary 7
Client Sample Results 8
Surrogate Summary 9
QC Sample Results 10
QC Association 14
Chronicle 16
Certification Summary 17
Chain of Custody 19
Receipt Checklists 20
Eurofins TestAmerica, Denver
Page 2 of 20 3/5/2020

Definitions/Glossary
Client: WSP USA Inc (formerly LB&G) Job ID: 280-134015-1
Project/Site: Magellan Charlotte II
Qualifiers
GC/MS VOA
Qualifier Qualifier Description
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.
Metals
Qualifier Qualifier Description
J
Compound was found in the blank and sample.
Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.
General Chemistry
Qualifier Qualifier Description
F3 Duplicate RPD exceeds the control limit
F5 Duplicate RPD exceeds limit, and one or both sample results are less than 5 times RL. The data are considered valid because the
absolute difference is less than the RL.
HF Field parameter with a holding time of 15 minutes. Test performed by laboratory at client's request.
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.
Glossary
Abbreviation These commonly used abbreviations may or may not be present in this report.
Listed under the "D" column to designate that the result is reported on a dry weight basis
%R Percent Recovery
CFL Contains Free Liquid
CNF Contains No Free Liquid
DER Duplicate Error Ratio (normalized absolute difference)
Dil Fac Dilution Factor
DL Detection Limit (DoD/DOE)
DL, RA, RE, IN Indicates a Dilution, Re -analysis, Re -extraction, or additional Initial metals/anion analysis of the sample
DLC Decision Level Concentration (Radiochemistry)
EDL Estimated Detection Limit (Dioxin)
LOD Limit of Detection (DoD/DOE)
LOQ Limit of Quantitation (DoD/DOE)
MDA Minimum Detectable Activity (Radiochemistry)
MDC Minimum Detectable Concentration (Radiochemistry)
MDL Method Detection Limit
ML Minimum Level (Dioxin)
NC Not Calculated
ND Not Detected at the reporting limit (or MDL or EDL if shown)
PQL Practical Quantitation Limit
QC Quality Control
RER Relative Error Ratio (Radiochemistry)
RL Reporting Limit or Requested Limit (Radiochemistry)
RPD Relative Percent Difference, a measure of the relative difference between two points
TEF Toxicity Equivalent Factor (Dioxin)
TEQ Toxicity Equivalent Quotient (Dioxin)
Eurofins TestAmerica, Denver
Page 3 of 20 3/5/2020

Case Narrative
Client: WSP USA Inc (formerly LB&G) Job ID: 280-134015-1
Project/Site: Magellan Charlotte II
Job ID: 280-134015-1
Laboratory: Eurofins TestAmerica, Denver
Narrative
Job Narrative
280-134015-1
Comments
No additional comments.
Receipt
The sample was received on 2/25/2020 9:20 AM; the sample arrived in good condition, properly preserved and, where required, on ice.
The temperature of the cooler at receipt was 9.7° C.
Receipt Exceptions
The following sample was received at the laboratory outside the required temperature criteria: Effluent (280-134015-1). The samples
were received without any ice in the cooler.
GC/MS VOA
No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
Metals
Method 6010D: The method blank for preparation batch 280-487079 and analytical batch 280-487455 contained 462 ppb Calcium which
is above the reporting limit (RL) of 200 ppb. Associated sample(s) were not re -extracted and/or re -analyzed because results were greater
than 10X the value found in the method blank. This Calcium result is also used in the Hardness Calculation.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
General Chemistry
Method 9040B: Sample pH did not equilibrate to 0.05 pH units after 3 measurements. This was observed in a previous analysis thus the
sample was not rerun.
Effluent (280-134015-1)
Methods 9040B: The sample duplicate (DUP) precision for analytical batch 280-487109 was outside control limits. Sample matrix
interference is suspected. The parent sample did not equilibrate to 0.05 pH units after 3 measurements. This was observed in a previous
analysis thus the sample was not rerun.
Method SM 2540D: The sample duplicate (DUP) precision for TSS analytical batch 280-487175 was outside control limits. Sample
non -homogeneity is suspected.
Method 1664B: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate (MS/MSD) associated with
preparation batch 280-487115 and analytical batch 280-487168.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
Eurofins TestAmerica Denver
Page 4 of 20 3/5/2020

Detection Summary
Client: WSP USA Inc (formerly LB&G)
Project/Site: Magellan Charlotte II
Client Sample ID: Effluent
Analyte
Naphthalene
Xylenes, Total
Lead
Hardness as calcium carbonate
pH adj. to 25 deg C
Temperature
Result Qualifier
1.92
1.20 J
1.68
90.2 B
7.5 HF
22.3 HF
This Detection Summary does not include radiochemical test results.
RL MDL Unit
Job ID: 280-134015-1
Lab Sample ID: 280-134015-1
Dil Fac D Method Prep Type
1.00 0.103 ug/L
2.00 0.203 ug/L
1.00 0.180 ug/L
3.00 0.300 mg/L
0.1 0.1 SU
1.0 1.0 Degrees C
624.1 Total/NA
624.1 Total/NA
6020B Total/NA
SM 2340B Total/NA
9040B Total/NA
9040E Total/NA
Eurofins TestAmerica, Denver
Page 5 of 20 3/5/2020

Method Summary
Client: WSP USA Inc (formerly LB&G) Job ID: 280-134015-1
Project/Site: Magellan Charlotte II
Method Method Description Protocol Laboratory
624.1 Volatile Organic Compounds (GC/MS) 40CFR136A TAL DEN
6010D Metals (ICP) SW846 TAL DEN
6020B Metals (ICP/MS) SW846 TAL DEN
SM 2340B Hardness, Calculation SM TAL DEN
1664B HEM and SGT-HEM 1664B TAL DEN
420.4 Phenolics, Total Recoverable MCAWW TAL DEN
9040B pH SW846 TAL DEN
SM 2540D Solids, Total Suspended (TSS) SM TAL DEN
1664E HEM and SGT-HEM (SPE) 1664B TAL DEN
3005A Preparation, Total Recoverable or Dissolved Metals SW846 TAL DEN
3020A Preparation, Total Metals SW846 TAL DEN
Distill/Phenol Distillation, Phenolics None TAL DEN
Protocol References:
1664E = EPA-821-98-002
40CFR136A = "Methods for Organic Chemical Analysis of Municipal Industrial Wastewater", 40CFR, Part 136, Appendix A, October 26, 1984 and
subsequent revisions.
MCAWW = "Methods For Chemical Analysis Of Water And Wastes", EPA-600/4-79-020, March 1983 And Subsequent Revisions.
None = None
SM = "Standard Methods For The Examination Of Water And Wastewater"
SW846 = "Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates.
Laboratory References:
TAL DEN = Eurofins TestAmerica, Denver, 4955 Yarrow Street, Arvada, CO 80002, TEL [phone]
Eurofins TestAmerica, Denver
Page 6 of 20 3/5/2020

Sample Summary
Client: WSP USA Inc (formerly LB&G) Job ID: 280-134015-1
Project/Site: Magellan Charlotte II
Lab Sample ID Client Sample ID Matrix Collected Received Asset ID
280-134015-1 Effluent Water 02/20/20 11:45 02/25/20 09:20
Eurofins TestAmerica, Denver
Page 7 of 20 3/5/2020

Client Sample Results
Client: WSP USA Inc (formerly LB&G) Job ID: 280-134015-1
Project/Site: Magellan Charlotte II
Method: 624.1 - Volatile Organic Compounds (GC/MS)
Client Sample ID: Effluent Lab Sample ID: 280-134015-1
Date Collected: 02/20/20 11:45 Matrix: Water
Date Received: 02/25/20 09:20
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
Benzene ND 1.00 0.179 ug/L 03/03/20 18:19 1
1,2-Dichloroethane ND 1.00 0.170 ug/L 03/03/20 18:19 1
Ethylbenzene ND 1.00 0.181 ug/L 03/03/20 18:19 1
Methyl tert-butyl ether ND 5.00 0.161 ug/L 03/03/20 18:19 1
Naphthalene 1.92 1.00 0.103 ug/L 03/03/20 18:19 1
Toluene ND 1.00 0.240 ug/L 03/03/20 18:19 1
Xylenes, Total 1.20 J 2.00 0.203 ug/L 03/03/20 18:19 1
Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac
4-Bromofluorobenzene (Surr) 100 79- 119 03/03/20 18:19 1
1,2-Dichloroethane-d4 (Surr) 97 73. 122 03/03/20 18:19 1
Toluene-d8 (Surr) 99 80- 120 03/03/20 18:19 1
Method: 6020E - Metals (ICP/MS)
Client Sample ID: Effluent
Date Collected: 02/20/20 11:45
Date Received: 02/25/20 09:20
Analyte
Result Qualifier
Lab Sample ID: 280-134015-1
Matrix: Water
RL MDL Unit D Prepared Analyzed Dil Fac
Lead 1.68 1.00 0.180 ug/L 02/27/20 16:20 03/02/20 20:12 1
Method: SM 2340B - Hardness, Calculation
Client Sample ID: Effluent
Date Collected: 02/20/20 11:45
Date Received: 02/25/20 09:20
Analyte
Result Qualifier
Lab Sample ID: 280-134015-1
Matrix: Water
RL MDL Unit D Prepared Analyzed Dil Fac
Hardness as calcium carbonate 90.2 B
General Chemistry
3.00 0.300 mg/L 03/03/20 15:27 1
Client Sample ID: Effluent Lab Sample ID: 280-134015-1
Date Collected: 02/20/20 11:45 Matrix: Water
Date Received: 02/25/20 09:20
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
Oil & Grease (HEM) ND 5.1 1.6 mg/L 02/27/20 08:46 02/27/20 13:17 1
Phenols, Total ND 20.0 6.80 ug/L 02/28/20 08:47 02/28/20 14:22 1
pH adj. to 25 deg C 7.5 HF 0.1 0.1 SU 02/26/20 20:36 1
Temperature 22.3 HF 1.0 1.0 Degrees C 02/26/20 20:36 1
Total Suspended Solids ND 4.00 1.10 mg/L 02/27/20 13:31 1
Eurofins TestAmerica, Denver
Page 8 of 20 3/5/2020

Surrogate Summary
Client: WSP USA Inc (formerly LB&G) Job ID: 280-134015-1
Project/Site: Magellan Charlotte II
Method: 624.1 - Volatile Organic Compounds (GC/MS)
Matrix: Water Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
BFB DCA TOL
Lab Sample ID Client Sample ID (79-119) (73-122) (80-120)
280-134015-1 Effluent 100 97 99
280-134128-A-3 MSD Matrix Spike Duplicate 99 96 99
280-134128-B-3 MS Matrix Spike 99 98 98
LCS 280-487462/4 Lab Control Sample 99 97 101
LCSD 280-487462/5 Lab Control Sample Dup 100 98 99
MB 280-487462/8 Method Blank 99 100 99
Surrogate Legend
BFB = 4-Bromofluorobenzene (Surr)
DCA = 1,2-Dichloroethane-d4 (Surr)
L TOL = Toluene-d8 (Surr)
Eurofins TestAmerica. Denver
Page 9 of 20 3/5/2020

QC Sample Results
Client: WSP USA Inc (formerly LB&G)
Project/Site: Magellan Charlotte II
Method: 624.1 - Volatile Organic Compounds (GC/MS)
Lab Sample ID: MB 280-487462/8
Matrix: Water
Analysis Batch: 487462
Job ID: 280-134015-1
Client Sample ID: Method Blank
Prep Type: Total/NA
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
Benzene ND 1.00 0.179 ug/L 03/03/20 11:03 1
1,2-Dichloroethane ND 1.00 0.170 ug/L 03/03/20 11:03 1
Ethylbenzene ND 1.00 0.181 ug/L 03/03/20 11:03 1
Methyl tert-butyl ether ND 5.00 0.161 ug/L 03/03/20 11:03 1
Naphthalene ND 1.00 0.103 ug/L 03/03/20 11:03 1
Toluene ND 1.00 0.240 ug/L 03/03/20 11:03 1
Xylenes, Total ND 2.00 0.203 ug/L 03/03/20 11:03 1
MB MB
Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac
4-Bromofluorobenzene (Surr) 99 79. 119 03/03/20 11:03 1
1,2-Dichloroethane-d4 (Surr) 100 73- 122 03/03/20 11:03 1
Toluene-d8 (Surr) 99 80 - 120 03/03/20 11:03 1
Lab Sample ID: LCS 280-487462/4
Matrix: Water
Analysis Batch: 487462
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike LCS LCS %Rec.
Analyte Added Result Qualifier Unit D %Rec Limits
Benzene 25.0 24.22 ug/L 97 65 -135
1,2-Dichloroethane 25.0 23.05 ug/L 92 70 -130
Ethylbenzene 25.0 25.04 ug/L 100 60 -140
Methyl tert-butyl ether 25.0 24.44 ug/L 98 74 -128
Toluene 25.0 24.73 ug/L 99 70 -130
Xylenes, Total 50.0 49.60 ug/L 99 80 -127
Surrogate
LCS LCS
%Recovery Qualifier Limits
4-Bromofluorobenzene (Surr)
1,2-Dichloroethane-d4 (Surr)
Toluene-d8 (Surr)
99 79 -119
97 73-122
101 80 - 120
Lab Sample ID: LCSD 280-487462/5
Matrix: Water
Analysis Batch: 487462
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
Spike LCSD LCSD %Rec. RPD
Analyte Added Result Qualifier Unit D %Rec Limits RPD Limit
Benzene 25.0 24.84 ug/L 99 65 -135 3 30
1,2-Dichloroethane 25.0 23.98 ug/L 96 70 -130 4 30
Ethylbenzene 25.0 25.07 ug/L 100 60 -140 0 30
Methyl tert-butyl ether 25.0 25.17 ug/L 101 74 -128 3 30
Toluene 25.0 25.06 ug/L 100 70 -130 1 30
Xylenes, Total 50.0 49.62 ug/L 99 80 -127 0 30
Surrogate
LCSD LCSD
%Recovery Qualifier Limits
4-Bromofluorobenzene (Surr) 100 79 - 119
1,2-Dichloroethane-d4 (Surr) 98 73- 122
Toluene-d8 (Surr) 99 80 - 120
Eurofins TestAmerica, Denver
Page 10 of 20 3/5/2020

QC Sample Results
Client: WSP USA Inc (formerly LB&G)
Project/Site: Magellan Charlotte II
Method: 624.1 - Volatile Organic Compounds (GC/MS) (Continued)
Lab Sample ID: 280-134128-A-3 MSD
Matrix: Water
Analysis Batch: 487462
Analyte
Sample Sample Spike
Result Qualifier Added
Benzene
1,2-Dichloroethane
Ethylbenzene
Methyl tert-butyl ether
Toluene
Xylenes, Total
Surrogate
4-Bromofluorobenzene (Surr)
1,2-Dichloroethane-d4 (Surr)
Toluene-d8 (Surr)
ND
3.31
ND
ND
ND
ND
MSD
%Recovery
99
96
99
Lab Sample ID: 280-134128-B-3 MS
Matrix: Water
Analysis Batch: 487462
Analyte
Job ID: 280-134015-1
Client Sample ID: Matrix Spike Duplicate
Prep Type: Total/NA
MSD MSD
Result Qualifier Unit
25.0 21.07 ug/L
F1 25.0 24.07 ug/L
25.0 22.67 ug/L
25.0 21.75 ug/L
F1 25.0 21.59 ug/L
F1 50.0 45.15 ug/L
MSD
Qualifier Limits
79-119
73 - 122
80-120
Sample Sample
Result Qualifier
Spike MS MS
Added Result Qualifier Unit
%Rec. RPD
D %Rec Limits RPD Limit
84 37 -151 2 30
83 49-155 0 30
91 37 -162 1 30
87 20-150 1 30
86 47 -150 2 30
90 81 -128 1 30
Client Sample ID: Matrix Spike
Prep Type: Total/NA
%Rec.
D %Rec Limits
Benzene ND
1,2-Dichloroethane 3.31 F1
Ethylbenzene ND
Methyl tert-butyl ether ND
Toluene ND F1
Xylenes, Total ND F1
MS
Surrogate %Recovery
4-Bromofluorobenzene (Surr) 99
1,2-Dichloroethane-d4 (Surr) 98
Toluene-d8 (Surr) 98
Method: 6010D - Metals (ICP)
Lab Sample ID: LCS 280-487079/2-A
Matrix: Water
Analysis Batch: 487455
Analyte
Calcium
Magnesium
Lab Sample ID: 280-134015-1 MS
Matrix: Water
Analysis Batch: 487455
Analyte
Calcium
Magnesium
25.0 21.48 ug/L
25.0 24.12 ug/L
25.0 22.96 ug/L
25.0 21.98 ug/L
25.0 21.95 ug/L
50.0 45.59 ug/L
MS
Qualifier Limits
79- 119
73 -122
80-120
Spike
Added
50000
50000
Sample Sample Spike
Result Qualifier Added
31000 B 50000
3100 B 50000
LCS LCS
Result Qualifier Unit
53030 ug/L
52900 ug/L
MS MS
Result Qualifier Unit
86 37-151
83 49-155
92 37-162
88 20-150
88 47-150
91 81-128
Client Sample ID: Lab Control Sample
Prep Type: Total Recoverable
Prep Batch: 487079
%Rec.
D %Rec Limits
106 90-111
106 90-113
Client Sample ID: Effluent
Prep Type: Total Recoverable
Prep Batch: 487079
%Rec.
D %Rec Limits
82480
55140
ug/L
ug/L
103 75-125
104 75 -125
Eurofins TestAmerica, Denver
Page 11 of 20 3/5/2020

QC Sample Results
Client: WSP USA Inc (formerly LB&G)
Project/Site: Magellan Charlotte II
Method: 6010D - Metals (ICP) (Continued)
Lab Sample ID: 280-134015-1 MSD
Matrix: Water
Analysis Batch: 487455
Analyte
Calcium
Magnesium
Sample Sample Spike
Result Qualifier Added
31000 B 50000
3100 B 50000
MSD MSD
Result Qualifier Unit
82890
55500
ug/L
ug/L
Job ID: 280-134015-1
Client Sample ID: Effluent
Prep Type: Total Recoverable
Prep Batch: 487079
%Rec. RPD
D %Rec Limits RPD Limit
Method: 6020B - Metals (ICP/MS)
Lab Sample ID: MB 280-487108/1-A
Matrix: Water
Analysis Batch: 487490
MB MB
Analyte Result Qualifier
Lead ND
Lab Sample ID: LCS 280-487108/2-A
Matrix: Water
Analysis Batch: 487490
Analyte
Lead
Lab Sample ID: 280-134015-1 MS
Matrix: Water
Analysis Batch: 487490
RL
MDL Unit
Spike
Added
1.00 0.180 ug/L
104 75-125 0 20
105 75-125 1 20
Client Sample ID: Method Blank
Prep Type: Total/NA
Prep Batch: 487108
D Prepared Analyzed Dil Fac
02/27/20 16:20 03/02/20 20:04 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Prep Batch: 487108
LCS LCS %Rec.
Result Qualifier Unit D %Rec Limits
Sample Sample
Analyte Result Qualifier
Lead 1.68
Lab Sample ID: 280-134015-1 MSD
Matrix: Water
Analysis Batch: 487490
Analyte
Lead
Sample Sample
Result Qualifier
40.0
40.45
ug/L
Spike MS MS
Added Result Qualifier Unit
101 95-116
Client Sample ID: Effluent
Prep Type: Total/NA
Prep Batch: 487108
%Rec.
D %Rec Limits
40.0
40.99
ug/L
Spike MSD MSD
Added Result Qualifier Unit
1.68
40.0
41.98
ug/L
98 95-116
Client Sample ID: Effluent
Prep Type: Total/NA
Prep Batch: 487108
%Rec. RPD
D %Rec Limits RPD Limit
101 95-116 2 20
Method: SM 2340B - Hardness, Calculation
Lab Sample ID: MB 280-487568/1
Matrix: Water
Analysis Batch: 487568
MB MB
Analyte Result Qualifier
RL
MDL Unit
Hardness as calcium carbonate 1.369 J
Method: 1664B - HEM and SGT-HEM
Lab Sample ID: MB 280-487113/3-A
Matrix: Water
Analysis Batch: 487168
Analyte
LOi' & Grease (HEM)
MB MB
Result Qualifier
ND
3.00 0.300 mg/L
RL
5.0
MDL Unit
1.6 mg/L
Client Sample ID: Method Blank
Prep Type: Total/NA
D Prepared Analyzed Dil Fac
03/03/20 15:27 1
Client Sample ID: Method Blank
Prep Type: Total/NA
Prep Batch: 487113
D Prepared Analyzed Dil Fac
02/27/20 08:42 02/28/20 14:38 1
Eurofins TestAmerica. Denver
Page 12 of 20 3/5/2020

QC Sample Results
Client: WSP USA Inc (formerly LB&G)
Project/Site: Magellan Charlotte II
Method: 1664E - HEM and SGT-HEM (Continued)
Lab Sample ID: LCS 280-487113/1-A
Matrix: Water
Analysis Batch: 487168
Analyte
Oil & Grease (HEM)
Lab Sample ID: LCSD 280-487113/2-A
Matrix: Water
Analysis Batch: 487168
Analyte
Oil & Grease (HEM)
Spike LCSD LCSD
Added Result Qualifier Unit
Spike
Added
Job ID: 280-134015-1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Prep Batch: 487113
LCS LCS %Rec.
Result Qualifier Unit D %Rec Limits
40.0 37.50 mg/L 94 78 -114
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
Prep Batch: 487113
%Rec. RPD
D %Rec Limits RPD Limit
40.0 36.80 mg/L 92 78-114 2 18
Method: 9040B - pH
Lab Sample ID: LCS 280-487109/4
Matrix: Water
Analysis Batch: 487109
Analyte
pH adj. to 25 deg C
Lab Sample ID: 280-134015-1 DU
Matrix: Water
Analysis Batch: 487109
Sample Sample
Analyte Result Qualifier
pH adj. to 25 deg C 7.5 HF
Temperature 22.3 HF
Spike
Added
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
LCS LCS %Rec.
Result Qualifier Unit D %Rec Limits
7.00 7.0 SU 100 99-101
Client Sample ID: Effluent
Prep Type: Total/NA
DU DU RPD
Result Qualifier Unit D RPD Limit
8.1 F3 SU
21.5
8 5
Degrees C 4 10
Method: SM 2540D - Solids, Total Suspended (TSS)
Lab Sample ID: MB 280-487175/1
Matrix: Water
Analysis Batch: 487175
MB MB
Analyte Result Qualifier
RL
Total Suspended Solids ND
Lab Sample ID: LCS 280-487175/2
Matrix: Water
Analysis Batch: 487175
Analyte
Total Suspended Solids
Lab Sample ID: 280-134062-B-1 DU
Matrix: Water
Analysis Batch: 487175
Analyte
4.00
Client Sample ID: Method Blank
Prep Type: Total/NA
MDL Unit D Prepared Analyzed Dil Fac
1.10 mg/L 02/27/20 13:31 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike LCS LCS %Rec.
Added Result Qualifier Unit D %Rec Limits
Sample Sample
Result Qualifier
Total Suspended Solids 2.80 J
100 91.60 mg/L 92 79 -114
Client Sample ID: Duplicate
Prep Type: Total/NA
DU DU RPD
Result Qualifier Unit D RPD Limit
2.400 J F5 mg/L 15 10
Eurofins TestAmerica. Denver
Page 13 of 20 3/5/2020

QC Association Summary
Client: WSP USA Inc (formerly LB&G)
Project/Site: Magellan Charlotte II
GC/MS VOA
Analysis Batch: 487462
Lab Sample ID
280-134015-1
MB 280-487462/8
LCS 280-487462/4
LCSD 280-487462/5
280-134128-A-3 MSD
280-134128-B-3 MS
Metals
Prep Batch: 487079
Lab Sample ID
MB 280-487079/1-A
LCS 280-487079/2-A
280-134015-1 MS
280-134015-1 MSD
Prep Batch: 487108
Lab Sample ID
280-134015-1
MB 280-487108/1-A
LCS 280-487108/2-A
280-134015-1 MS
280-134015-1 MSD
Analysis Batch: 487455
Lab Sample ID
Client Sample ID
Effluent
Method Blank
Lab Control Sample
Lab Control Sample Dup
Matrix Spike Duplicate
Matrix Spike
Client Sample ID
Method Blank
Lab Control Sample
Effluent
Effluent
Client Sample ID
Effluent
Method Blank
Lab Control Sample
Effluent
Effluent
Client Sample ID
MB 280-487079/1-A
LCS 280-487079/2-A
280-134015-1 MS
280-134015-1 MSD
Analysis Batch: 487490
Lab Sample ID
280-134015-1
MB 280-487108/1-A
LCS 280-487108/2-A
280-134015-1 MS
280-134015-1 MSD
Analysis Batch: 487568
Lab Sample ID
Method Blank
Lab Control Sample
Effluent
Effluent
Client Sample ID
Effluent
Method Blank
Lab Control Sample
Effluent
Effluent
Client Sample ID
280-134015-1
MB 280-487568/1
General Chemistry
Analysis Batch: 487109
Lab Sample ID
Effluent
Method Blank
Client Sample ID
280-134015-1
LCS 280-487109/4
280-134015-1 DU
Effluent
Lab Control Sample
Effluent
Prep Type
Matrix
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Prep Type
Water
Water
Water
Water
Water
Water
Job ID: 280-134015-1
Method
624.1
624.1
624.1
624.1
624.1
624.1
Matrix Method
Total Recoverable
Total Recoverable
Total Recoverable
Total Recoverable
Prep Type
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Prep Type
Total Recoverable
Total Recoverable
Total Recoverable
Total Recoverable
Prep Type
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Prep Type
Prep Batch
Prep Batch
Water 3005A
Water 3005A
Water 3005A
Water 3005A
Matrix Method
Water 3020A
Water 3020A
Water 3020A
Water 3020A
Water 3020A
Matrix Method
Total/NA
Total/NA
Prep Type
Total/NA
Total/NA
Total/NA
Water 6010D
Water 6010D
Water 6010D
Water 6010D
Matrix Method
Water 6020B
Water 6020E
Water 60208
Water 60208
Water 6020E
Matrix Method
Water
Water
Matrix
Water
Water
Water
SM 2340B
SM 2340B
Method
9040E
9040E
9040E
Prep Batch
Prep Batch
487079
487079
487079
487079
Prep Batch
487108
487108
487108
487108
487108
Prep Batch
Prep Batch
Eurofins TestAmerica, Denver
Page 14 of 20 3/5/2020

QC Association Summary
Client: WSP USA Inc (formerly LB&G)
Project/Site: Magellan Charlotte II
General Chemistry
Prep Batch: 487113
Lab Sample ID
Client Sample ID
Job ID: 280-134015-1
Prep Type Matrix Method
Prep Batch
MB 280-487113/3-A
LCS 280-487113/1-A
LCSD 280-487113/2-A
Prep Batch: 487115
Lab Sample ID
Method Blank
Lab Control Sample
Lab Control Sample Dup
Client Sample ID
Total/NA Water 1664A
Total/NA Water 1664A
Total/NA Water 1664A
Prep Type Matrix Method
Prep Batch
280-134015-1
Analysis Batch: 487168
Lab Sample ID
Effluent
Client Sample ID
Total/NA Water 1664B
Prep Type Matrix Method
280-134015-1
MB 280-487113/3-A
LCS 280-487113/1-A
LCSD 280-487113/2-A
Analysis Batch: 487175
Lab Sample ID
Effluent
Method Blank
Lab Control Sample
Lab Control Sample Dup
Client Sample ID
Total/NA Water 1664B
Total/NA Water 1664B
Total/NA Water 1664B
Total/NA Water 1664E
Prep Type Matrix Method
280-134015-1
' MB 280-487175/1
LCS 280-487175/2
280-134062-B-1 DU
Prep Batch: 487222
Lab Sample ID
280-134015-1
Analysis Batch: 487303
Lab Sample ID
280-134015-1
Effluent
Method Blank
Lab Control Sample
Duplicate
Client Sample ID
Effluent
Client Sample ID
Effluent
Total/NA Water SM 2540D
Total/NA Water SM 2540D
Total/NA Water SM 2540D
Total/NA Water SM 2540D
Prep Type Matrix Method
Prep Batch
487115
487113
487113
487113
Prep Batch
Prep Batch
Total/NA Water
Distill/Phenol
Prep Type Matrix Method
Total/NA Water 420.4
Prep Batch
487222
Eurofins TestAmerica, Denver
Page 15 of 20 3/5/2020

Lab Chronicle
Client: WSP USA Inc (formerly LB&G)
Project/Site: Magellan Charlotte II
Client Sample ID: Effluent
Date Collected: 02/20/20 11:45
Date Received: 02/25/20 09:20
Job ID: 280-134015-1
Lab Sample ID: 280-134015-1
Matrix: Water
Batch Batch Dil Initial Final Batch Prepared
Prep Type Type Method Run Factor Amount Amount Number or Analyzed Analyst
Total/NA Analysis 624.1 1 2 uL 2 uL 487462 03/03/20 18:19 JLS TAL DEN
Total/NA Prep 3020A 50 mL 50 mL 487108 02/27/20 16:20 EC TAL DEN
Total/NA Analysis 6020E 1 487490 03/02/20 20:12 LMT TAL DEN
Total/NA Analysis SM 2340B 1 487568 03/03/20 15:27 DEG TAL DEN
Total/NA Prep 1664B 983 mL 1000 mL 487115 02/27/20 08:46 SAH TAL DEN
Total/NA Analysis 1664B 1 487168 02/27/20 13:17 SAH TAL DEN
Total/NA Prep Distill/Phenol 50 mL 50 mL 487222 02/28/20 08:47 JAM TAL DEN
Total/NA Analysis 420.4 1 100 mL 100 mL 487303 02/28/20 14:22 JAM TAL DEN
Total/NA Analysis 9040E 1 487109 02/26/20 20:36 CJ TAL DEN
Total/NA Analysis SM 2540D 1 250 mL 250 mL 487175 02/27/20 13:31 JAP TAL DEN
Laboratory References:
TAL DEN = Eurofins TestAmerica, Denver, 4955 Yarrow Street, Arvada, CO 80002, TEL [phone]
Eurofins TestAmerica, Denver
Page 16 of 20 3/5/2020

Accreditation/Certification Summary
Client: WSP USA Inc (formerly LB&G)
Project/Site: Magellan Charlotte II
Laboratory: Eurofins TestAmerica, Denver
All accreditations/certifications held by this laboratory are listed. Not all accreditations/certifications are applicable to this report.
Authority
A2LA
A2LA
Alabama
Alaska (UST)
Arizona
Arkansas DEQ
California
Connecticut
Florida
Illinois
Iowa
Kansas
Louisiana
Maine
Minnesota
Nevada
New Hampshire
New Jersey
New York
North Carolina (WW/SW)
North Dakota
Oklahoma
Oregon
Pennsylvania
South Carolina
Texas
US Fish & Wildlife
USDA
Utah
Virginia
Washington
West Virginia DEP
Wisconsin
Wyoming (UST)
Job ID: 280-134015-1
Program Identification Number Expiration Date
Dept. of Defense ELAP 2907.01 10-31-21
ISO/IEC 17025 2907.01 10-31-21
State Program 40730 09-30-12 *
State 18-001 01-08-20
State AZ0713 12-20-20
State 19-047-0 06-01-20
State 2513 01-08-21
State PH-0686 09-30-20
NELAP E87667-57 06-30-20
NELAP 2000172019-1 04-30-20
State IA#370 12-01-20
NELAP E-10166 04-30-20
NELAP 30785 06-30-20
State 2019011 [phone]
NELAP 1788752 12-31-20
State CO000262020-1 07-31-20
NELAP 205319 04-28-20
NELAP 190002 06-30-20
NELAP 59923 04-01-20
State 358 12-31-20
State R-034 01-08-21
State 2018-006 08-31-20
NELAP 4025-011 01-08-21
NELAP 013 08-01-20
State 72002001 01-08-20 *
NELAP T104704183-19-17 09-30-20
US Federal Programs 058448 07-31-20
US Federal Programs P330-18-00099 03-26-21
NELAP CO000262019-11 07-31-20
NELAP 10490 06-14-20
State C583-19 08-05-20
State 354 11-30-20
State 999615430 08-31-20
A2LA 2907.01 10-31-21
* Accreditation/Certification renewal pending - accreditation/certification considered valid.
Eurofins TestAmerica, Denver
Page 17 of 20 3/5/2020

2018 NC Intergrated Report
Catawba River Basin
Upper Catawba Subbasin
03050101
D_E
11-120-(2.5) 1Long Creek
From a point 0.6 mile downstream of Mecklenburg County SR 2074 to a point 0.4 mile upstream of Mecklenburg County SR 1606
Classification
WS-Iv
Length or Area
11
Units
FW Miles
Previous AU Number
Larameter of Interes
=ategory Assessment Criteria Status LCollection_Year
Arsenic (10 µg/I, HH, NC)
Arsenic (50 µg/I, AL, NC)
Cadmium (2 µg/I, AL, FW)
Copper (7 µg/I, AL, FW)
Dissolved Oxygen (4 mg/I, AL, FW)
Fecal Coliform (GM 200/400, REC, FW)
Fish Community (Nar, AL, FW)
Fish Tissue Mercury (Nar, FC, NC)
Iron (1000 µg/I, Natural, FW)
Lead (25 µg/I, AL, NC)
pH (6 su, AL, FW)
pH (9.0, AL, FW)
Total Suspended Solids
Turbidity (50 NTU, AL, FW miles)
Water Temperature (32°C, AL, LP&CP)
Zinc (50 µg/I, AL, FW)
1
1
1
3a
1
3a
1
4t
3z1
1
1
1
3t
3i
1
1
Meeting Criteria
Meeting Criteria
Meeting Criteria
Data Inconclusive
Meeting Criteria
Data Inconclusive
Meeting Criteria
Exceeding Criteria
Data Inconclusive
Meeting Criteria
Meeting Criteria
Meeting Criteria
Data Inconclusive
Data Inconclusive
Meeting Criteria
Meeting Criteria
2008
2008
2008
2008
2016
2004
2012
2008
2008
2008
7/23/2019 2018 NC Integrated Report
Page 402 of 1727

MONITORING REPORT(MR) VIOLATIONS for:
Report Date: 03/22/21 Page 1 of 1
Permit: NC0005185 MRs Betweet 3 - 2016 and 3 - 2021
Facility Name: % Param Name%
Major Minor: %
Region: % Violation Category:% Program Category:
County: % Subbasin:% Violation Action: %
PERMIT: NC0005185
FACILITY: Magellan Terminals Holdings L P - Charlotte II Terminal
COUNTY: Mecklenburg REGION: Mooresville
Reporting Violation
MONITORING UNIT OF
OUTFALL LOCATION PARAMETER VIOLATION FREQUENCY
REPORT DATE MEASURE
LIMIT
CALCULATED
VALUE
ok
Over
VIOLATION TYPE VIOLATION ACTION
03-2016 007 05/01/16 Outfall Missing
No Action, BIMS
Calculation Error

OTHER VIOLATIONS for: Report Date 03/22/21
Permit: NC0005185
Facility Name: %
Region: %
County: %
Violations Category: Other Violations Program Category: %
Violation Action: %
PERMIT: NC0005185
FACILITY: Magellan Terminals Holdings L P - Charlotte II COUNTY: Mecklenburg REGION: Mooresville
Terminal
Other Violation
VIOLATION
DATE
1/1/97
7/15/16
VIOLATION TYPE VIOLATION ACTION OPERATOR NAME CERT NUMBER ORC CLASS PERMIT CLASS
Conversion violation - Other Cat Proceed to Enforcement Ca;
Permit conditions violation Proceed to NOV
1

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
November 17, 2020
Mark Bowen, Area Supervisor
Magellan Terminals Holdings, L.P.
7145 Old Mount Holly Road
Charlotte, North Carolina 28214
Subject: Compliance Evaluation Inspection
Magellan — Charlotte 2 Terminal
NPDES Permit No. NC0005185
Mecklenburg County
Dear Mr. Bowen:
Enclosed is a copy of the Compliance Evaluation Inspection Report for the inspection conducted at the subject facility on
November 10, 2020, by Mr. Wes Bell of this Office.
The report should be self-explanatory; however, should you have any questions concerning this report, please do
not hesitate to contact Mr. Bell at [phone] or at [e-mail].
Enclosure:
Inspection Report
i‘t E\\
Department M EmimmrcnUI 12trallit
NORTH CAROLINA
Sincerely,
DocuSigned by:
A14CC681AF27425...
W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, DEQ
North Carolina Department of Environmental Quality I Division of Water Resources
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704.663.1699

United States Environmental Protection Agency
EPA Washington, D.C. 20460
Water Compliance Inspection Report
Form Approved.
OMB No. 2040-0057
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code
1 IN I 2 E
21IIIIII IIIIIII
NPDES yr/mo/day
3 I NC0005185 111 121 20/11/10 117
Inspection
Type
181 I
IIIIIII
Inspector Fac Type
191 s I 201 I
IIIIIIIHim IIIII
IIII 166
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1
67I2.0 I 70I4 I 711N I 72
QA Reserved
I N I 73174 71
1 1 1 1 1 1 Il80
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
POTW name and NPDES permit Number)
Charlotte II Terminal
7924 Old Mount Holly Rd
Paw Creek NC 28130
Entry Time/Date
10:39AM 20/11/10
Permit Effective Date
15/10/01
Exit Time/Date
12:05PM 20/11/10
Permit Expiration Date
20/06/30
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
///
Kyle Murray/Operator Terminal/704-399-6331 /
Mark A Bowen/ORC/704-399-6331 /
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Kyle Krshka,7145 Old Mt Holly Rd Charlotte NC 28214/Director of
Operations/918-574-7560/ No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Flow Measurement • Operations & Maintenar Records/Reports
Self -Monitoring Progran Facility Site Review Effluent/Receiving Wate Laboratory
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s)
Wes Bell
of Inspector(s) Agency/Office/Phone and Fax Numbers Date
�Docusigned by: DWR/MRO WQ/704-663-1699 Ext.2192/
1J0 11/13/2020
'-A61696D90CC3437...
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Nu
W. Corey Basinger DWR/Division of Water Quality/704-235-21
errSDocuSigned by: Date
11414V1.4
4/� H �" "for WCB 11.23.2020
F161F669A2D84A3...
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page# 1

sI
NPDES yr/mo/day
NC0005185 111 121 20/11/10
117
Inspection Type
18 [j
(Cont.)
1
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
RECORD KEEPING SECTION cont'd:
The Company's Environmental Compliance Specialist has been certifying and submitting the eDMRs;
however, the ORC should initiate certifying all future eDMRs. In addition, the ORC must ensure to
document the weekly NPDES visitations on all future eDMRs. Any operation & maintenance activities
associated with the on -site NPDES facilities should also be documented in a log book maintained
on -site.
The facility was not visited by either the designated ORC or Backup ORC during the weeks of
6/28/2020 and 7/5/2020 as required by the subject NPDES Permit and 15A NCAC 08G .0201, .0204
and .0205. The facility did have a certified operator on -site throughout both weeks; however, the
operator had not been officially designated by the permittee. Note: The permittee is in the process of
designating this operator as a Backup ORC to this facility.
Page# 2

Permit: NC0005185
Inspection Date: 11/10/2020
Owner - Facility: Charlotte II Terminal
Inspection Type: Compliance Evaluation
Permit
(If the present permit expires in 6 months or less). Has the permittee submitted a new
application?
Is the facility as described in the permit?
# Are there any special conditions for the permit?
Is access to the plant site restricted to the general public?
Is the inspector granted access to all areas for inspection?
Yes No NA NE
• ❑ ❑ ❑
• ❑ ❑ ❑
❑ ❑ • ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
Comment: The Division received the facility's permit renewal application on 12/27/19.
The facility has not activated the carbon vessels on the groundwater remediation system.
No discharges have been reported from Outfall 007 due to all treated groundwater being
disposed off -site.
The last compliance evaluation inspection at this facility was performed by Mecklenburg
County Stormwater Services staff on 8/20/18.
Record Keeping
Are records kept and maintained as required by the permit?
Is all required information readily available, complete and current?
Are all records maintained for 3 years (lab. reg. required 5 years)?
Are analytical results consistent with data reported on DMRs?
Is the chain -of -custody complete?
Dates, times and location of sampling
Name of individual performing the sampling
Results of analysis and calibration
Dates of analysis
Name of person performing analyses
Transported COCs
Are DMRs complete: do they include all permit parameters?
Has the facility submitted its annual compliance report to users and DWQ?
(If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operatc
on each shift?
Is the ORC visitation log available and current?
Is the ORC certified at grade equal to or higher than the facility classification?
Is the backup operator certified at one grade less or greater than the facility classification'
Is a copy of the current NPDES permit available on site?
Facility has copy of previous year's Annual Report on file for review?
Yes No NA NE
• ❑ ❑ ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
•
•
•
•
• ❑ ❑ ❑
• ❑ • ❑
❑ ❑ • ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
▪ ❑ ❑ ❑
❑ ❑ MI ❑
Page# 3

Permit: NC0005185
Inspection Date: 11/10/2020
Owner - Facility: Charlotte II Terminal
Inspection Type: Compliance Evaluation
Record Keeping Yes No NA NE
Comment: The records reviewed during the inspection were organized and well maintained. Discharge
Monitoring Reports (eDMRs) were reviewed for the period October 2019 through September
2020. No effluent limit violations were reported and all monitoring frequencies were correct.
Effluent results were reported on 7/22/2020; however, the effluent samples were collected
on 7/28/2020. The facility staff will revise and resubmit the July 2020 eDMR to correct this
discrepancy. See "Summary" Section for additional comments.
Laboratory Yes No NA NE
Are field parameters performed by certified personnel or laboratory? • ❑ ❑ ❑
Are all other parameters(excluding field parameters) performed by a certified lab? • ❑ ❑ ❑
# Is the facility using a contract lab? • ❑ ❑ ❑
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees ❑ ❑ • ❑
Celsius)?
Incubator (Fecal Coliform) set to 44.5 degrees Celsius+/- 0.2 degrees?
Incubator (BOD) set to 20.0 degrees Celsius +/- 1.0 degrees?
❑ ❑ • ❑
❑ ❑ • ❑
Comment: Pace Analytical Services, Inc. (all permit -required parameters except toxicity) and ETT
Environmental (toxicity) have been contracted to provide analytical support.
Effluent Sampling
Is composite sampling flow proportional?
Is sample collected below all treatment units?
Is proper volume collected?
Is the tubing clean?
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees
Celsius)?
Is the facility sampling performed as required by the permit (frequency, sampling type
representative)?
Yes No NA NE
❑ ❑ • ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
❑ ❑ • ❑
DOME
• ❑ ❑ ❑
Comment: The subject permit requires effluent grab samples.
The ORC and/or sampling staff should document (future sampling events) the time samples
were placed on ice to verify proper preservation within fifteen minutes of sample collection
(Reference: 40 CFR 136.3 Table II).
Effluent TSS samples are collected inside the dike structure; however, the remaining
permit -required parameters are collected at the effluent discharge outfalVpipe. All
permit -required parameters (including TSS) must be collected at the effluent discharge
outfall/pipe during future sampling events.
Operations & Maintenance
Is the plant generally clean with acceptable housekeeping?
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable
Solids, pH, DO, Sludge Judge, and other that are applicable?
Yes No NA NE
❑ ❑ • ❑
Page# 4

Permit: NC0005185
Inspection Date: 11/10/2020
Owner - Facility: Charlotte II Terminal
Inspection Type: Compliance Evaluation
Operations & Maintenance Yes No NA NE
Comment: NPDES facilities appeared to be properly operated and well maintained. The secondary
containment dikes and valves, oil/water separator, etc. are inspected daily and the product
recovery in the oil/water separator is checked weekly (at a minimum). The recovered
petroleum product (oil/water separator) and treated groundwater (groundwater remediation
storage tank) are removed and disposed at the Heritage -Crystal Clean facility located in
Concord, N.C. The facility is equipped with a dialer type alarm system for high level
conditions in selected storage tanks. These alarms are tested monthly. The contracted
company (WSP) that provides operation & maintenance to the on -site groundwater
remediation system is notified of any alarm conditions on this treatment system.
Flow Measurement - Effluent Yes No NA NE
# Is flow meter used for reporting? • ❑ ❑ ❑
Is flow meter calibrated annually? • ❑ ❑ ❑
Is the flow meter operational? • ❑ ❑ ❑
(If units are separated) Does the chart recorder match the flow meter? ❑ ❑ • ❑
Comment: The calibrated in -line flow meter was placed into operation on 6/11/2020. The facility
contracts SLC Meter, LLC. to calibrate the flow meter(s) annually.
Effluent Pipe
Is right of way to the outfall properly maintained?
Are the receiving water free of foam other than trace amounts and other debris?
If effluent (diffuser pipes are required) are they operating properly?
Yes No NA NE
• ❑ ❑ ❑
❑ ❑ • ❑
❑ ❑ • ❑
Comment: The facility was not discharging at the time of the inspection. The manually operated
discharge valve was secured with a lock. The accumulated water inside the dike (near the
discharge outfall) appeared clear with no petroleum sheens.
Page# 5

5/27/2021 Mail - Denard, Derek - Outlook
RE: Peer Review - Draft NCG510555
Phillips, Emily <[e-mail]>
Thu 4/15/2021 5:39 PM
To: Denard, Derek <[e-mail]>
Looks good from what I can see....
From: Denard, Derek <[e-mail]>
Sent: Wednesday, April 14, 2021 1:47 AM
To: Phillips, Emily <[e-mail]>
Subject: Peer Review - Draft NCG510555
Emily,
Please find the attached peer review for a COC for a ground water remediation outfall being removed
from an oil terminal individual permit to the groundwater general permit for petroleum contaminated
groundwater. Attached is the previous individual permit NC0005185. I have also sent you the draft that I
public noticed for that individual permit. A consultant firm wants to take over management and
operation of the groundwater outfall for Magellan Terminals Holdings.
(Peer Review
Thanks,
Derek
Derek Denard
Environmental Specialist
N.C. Division of Water Resources
N.C. Department of Environmental Quality
919 707 3618 office
919 707 9000 main DWR
[e-mail]
1617 Mail Service Center
Raleigh, NC 27699-1617
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
https://outlook.office365.com/mail/AAMkADdhYTVmZDBILTESZDctNG15MC04Zj1iLWU4MjVhZTBhMmJkMgAuAAAAAADg3GZR8iZnTYW56121 cjmNA... 1/1

5/27/2021 Mail - Denard, Derek - Outlook
RE: [External] NCG510000 Application for Magellan Charlotte II Terminal
Hinners, Carrie <[e-mail]>
Tue 5/4/2021 9:59 AM
To: Denard, Derek <[e-mail]>
Cc: Shelton, Jennifer <[e-mail]>
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment
to Report Spam.
Hi Derek,
Is there an update on the review of the NPDES General Permit application (NCG510000) for the Magellan
Charlotte II Terminal?
Thank you,
Carrie Hinners, PE
Senior Environmental Engineer
Phone: [phone]
Mobile: [phone]
Email: Carrie.Hinners(cr�wsp.com
WSP USA
520 Nicollet Mall, Suite 800
Minneapolis, MN 55402
wsp.com
From: Hinners, Carrie
Sent: Monday, March 8, 2021 8:29 AM
To: Denard, Derek <[e-mail]>
Cc: Shelton, Jennifer <[e-mail]>
Subject: RE: [External] NCG510000 Application for Magellan Charlotte II Terminal
Thank you for the update.
Carrie Hinners, PE
Senior Environmental Engineer
Phone: [phone]
Mobile: [phone]
Email: [e-mail]
https://outlook.office365.com/mail/AAMkADdhYTVmZDBILTESZDctNG15MC04Zj1iLWU4MjVhZTBhMmJkMgAuAAAAAADg3GZR8iZnTYW56121 cjmNA... 1/6

5/27/2021 Mail - Denard, Derek - Outlook
WSP USA
520 Nicollet Mall, Suite 800
Minneapolis, MN 55402
wsp.com
From: Denard, Derek <[e-mail]>
Sent: Sunday, March 7, 2021 9:25 PM
To: Hinners, Carrie <[e-mail]>
Cc: Shelton, Jennifer <Jennifer.Sheltonj wsp.com>
Subject: Re: [External] NCG510000 Application for Magellan Charlotte II Terminal
Maybe I can take a look at it this week. I am finally done with a project that was taking up all of my time.
Derek Denard
Environmental Specialist
N.C. Division of Water Resources
N.C. Department of Environmental Quality
919 707 3618 office
919 707 9000 main DWR
[e-mail]
1617 Mail Service Center
Raleigh, NC 27699-1617
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Hinners, Carrie <[e-mail]>
Sent: Thursday, March 4, 2021 12:26 PM
To: Denard, Derek <[e-mail]>
Cc: Shelton, Jennifer <[e-mail]>
Subject: RE: [External] NCG510000 Application for Magellan Charlotte II Terminal
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to Report Spam.
Hi Derek,
[WSP USA I Confidential]
https://outlook.office365.com/mail/AAMkADdhYTVmZDBILTESZDctNG15MC04Zj1iLWU4MjVhZTBhMmJkMgAuAAAAAADg3GZR8iZnTYW56121 cjmNA... 2/6

5/27/2021 Mail - Denard, Derek - Outlook
Do you have an update on the review of the NPDES General Permit application (NCG510000) for the Magellan
Charlotte II Terminal?
Thank you,
Carrie Hinners, PE
Senior Environmental Engineer
Phone: [phone]
Mobile: [phone]
Email: Carrie.Hinnerswsp.com
WSP USA
520 Nicollet Mall, Suite 800
Minneapolis, MN 55402
wsp.com
From: Denard, Derek <derek.denardjncdenr.gov>
Sent: Thursday, January 28, 2021 11:46 AM
To: Hinners, Carrie <[e-mail]>
Cc: Shelton, Jennifer <Jennifer.Sheltonj wsp.com>
Subject: Re: [External] NCG510000 Application for Magellan Charlotte II Terminal
Carrie,
I can look at having a draft for the individual permit renewal and the certificate of coverage in month. If I
have this public hearing for another project, maybe two months. Sorry It's hard to give you a timeframe.
Derek Denard
Environmental Specialist
N.C. Division of Water Resources
N.C. Department of Environmental Quality
919 707 3618 office
919 707 9000 main DWR
[e-mail]
1617 Mail Service Center
Raleigh, NC 27699-1617
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
https://outlook.office365.com/mail/AAMkADdhYTVmZDBILTESZDctNG15MC04Zj1iLWU4MjVhZTBhMmJkMgAuAAAAAADg3GZR8iZnTYW56121 cjmNA... 3/6

5/27/2021 Mail - Denard, Derek - Outlook
From: Hinners, Carrie <Carrie.Hinnersj wsp.com>
Sent: Thursday, January 28, 2021 1:52 PM
To: Denard, Derek <derek.denardjncdenr.gov>
Cc: Shelton, Jennifer <[e-mail]>
Subject: RE: [External] NCG510000 Application for Magellan Charlotte II Terminal
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
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Hi Derek,
I would like to check in on the status of the NPDES General Permit application (NCG510000) for the Magellan
Charlotte II Terminal that was submitted to the NCDENR around November 20, 2020. Do you know the projected
timeframe of when the review may be completed?
Thank you,
Carrie Hinners, PE
Senior Environmental Engineer
Phone: [phone]
Mobile: [phone]
Email: [e-mail]
WSP USA
520 Nicollet Mall, Suite 800
Minneapolis, MN 55402
wsp.com
From: Denard, Derek <derek.denardjncdenr.gov>
Sent: Friday, November 20, 2020 11:02 AM
To: Hinners, Carrie <Carrie.Hinnerswsp.com>
Cc: Shelton, Jennifer <Jennifer.Sheltonjwsp.com>
Subject: Re: [External] NCG510000 Application for Magellan Charlotte II Terminal
Carrie,
I will look out for it and see who it is assigned to.
Thanks
Derek
https://outlook.office365.com/mail/AAMkADdhYTVmZDBILTESZDctNG15MC04Zj1iLWU4MjVhZTBhMmJkMgAuAAAAAADg3GZR8iZnTYW56121 cjmNA... 4/6

5/27/2021 Mail - Denard, Derek - Outlook
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From: Hinners, Carrie <Carrie.Hinnersj wsp.com>
Sent: Thursday, November 19, 2020 4:44:22 PM
To: Denard, Derek <derek.denardjncdenr.gov>
Cc: Shelton, Jennifer <[e-mail]>
Subject: [External] NCG510000 Application for Magellan Charlotte II Terminal
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail]
Good afternoon, Derek.
I want to let you know that Magellan has prepared an application for coverage under General Permit NCG51000
to discharge treated groundwater from the groundwater remediation system at the Charlotte II Terminal to Outfall
007, and a hard copy of that permit application is being mailed to the NCDENR Water Quality Permitting Section
via FedEx. It's been a few months since I discussed this application with you, so as a reminder, this is the site
where Magellan is seeking to remove the remediation discharges from the facility's Individual NPDES Permit
(NC0005185) and apply for coverage of the remediation discharges separately under the General Permit.
If you have any questions or need additional information, please let me know.
Thank you,
Carrie Hinners, PE
Senior Environmental Engineer
Phone: [phone]
Mobile: [phone]
Email: Carrie.Hinners(awsp.com
WSP USA
520 Nicollet Mall, Suite 800
Minneapolis, MN 55402
wsp.com
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5/27/2021 Mail - Denard, Derek - Outlook
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5/27/2021 Mail - Denard, Derek - Outlook
Review of NPDES discharge to Water Supply (WS) - Renewal of NPDES Permit NPDES Permit
NC0005185 Magellan Terminal Holdings, L. P. — Charlotte II Terminal
Whitner, Raymond A <[e-mail]>
Thu 5/27/2021 3:29 PM
To: Denard, Derek <[e-mail]>
Cc: Cook, Clinton <[e-mail]>
Mr. Denard:
I appreciate the opportunity to review the subject draft NPDES permit and have included my response below in bold to
satisfy the new paperless standards.
I concur with issuance of the above permit as I have no appreciable expertise in implementation of the Clean Water Act
requirements and have minimal understanding of the information provided. As a result, I have no basis for opposing the
permit.
Please also note that the nearest downstream raw water intake for a public water system is associated with the City of
Belmont and is located approximately 10.5 miles downstream.
If you have any questions or need any additional information, please let me know.
Sincerely,
Ray Whitner
Raymond A. Whitner, III
Assistant Regional Engineer
Division of Water Resources — Public Water Supply Section
North Carolina Department of Environmental Quality
704 235 2132 office
980 447 0215 cell
704 663 6040 fax
rayrnond whaner@ncdenr goy
MooresvlleI Regional Office
610 East Center Avenue, Suite 3C1
Mooresville NC 28115
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Cook, Clinton
Sent: Tuesday, May 25, 2021 3:24 PM
To: Whitner, Raymond A <[e-mail]>
Subject: FW: Review of NPDES discharge to Water Supply (WS) - Renewal of NPDES Permit NPDES Permit NC0005185
Magellan Terminal Holdings, L. P. — Charlotte II Terminal
Ray,
Do you have time to respond to this NPDES Permit renewal? A deadline wasn't set, but we generally try to turn these
around in 30 days.
Thanks,
Clint
Clinton O. Cook, PE
Regional Engineer
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5/27/2021 Mail - Denard, Derek - Outlook
Division of Water Resources — Public Water Supply Section
North Carolina Department of Environmental Quality
704 663 1699 office
704 663 6040 fax
clinton.cook ncdenr.gov
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Denard, Derek
Sent: Friday, May 21, 2021 4:08 AM
To: Cook, Clinton <[e-mail]>
Subject: Review of NPDES discharge to Water Supply (WS) - Renewal of NPDES Permit NPDES Permit NC0005185 Magellan
Terminal Holdings, L. P. — Charlotte II Terminal
Clinton,
Please find the attached memo request form for the Renewal of NPDES Permit NC0005185 Magellan Terminal
Holdings, L. P. — Charlotte II Terminal. Please provide your comments as soon as possible so we can finalize this
renewal.
Thanks,
Derek
Derek Denard
Environmental Specialist
N.C. Division of Water Resources
N.C. Department of Environmental Quality
919 707 3618 office
919 707 9000 main DWR
[e-mail]
1617 Mail Service Center
Raleigh, NC 27699-1617
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
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ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
S. DANIEL SMITH
Director
MEMORANDUM
To:
From:
NORTH CAROLINA
Environmental Quality
May 21, 2021
Clinton Cook [[e-mail]]
NC DEQ / DWR / PWS Regional Engineer
Mooresville Regional Office
Derek C. Denard, Environmental Specialist
DWR / NPDES / Expedited and Compliance Permitting
Central Office, Raleigh (919-707-3618)
Subject: Review of Discharge to Surface Waters Designated Water Supply (WS)
• UT to Long Creek [11-120-(2.5)], WS-IV
03-08-34 [HUC: 030501011403] Catawba River Basin
• Petroleum Bulk -Storage
for:
Renewal of NPDES Permit NC0005185
Magellan Terminal Holdings, L. P. — Charlotte II Terminal
Mecklenburg County
Please provide your comments by as soon as possible [email OK]
RESPONSE:
Signed:
I concur with the issuance of this permit provided the Permiee properly operates and
maintains the facility; the Permiee meets the stated effluent limits prior to discharge; and the
discharge does not contravene the designated water quality standards.
I concur with issuance of the above permit provided the following conditions are met:
I oppose the issuance of the above permit based on reasons stated below, or attached:
D_E
NORTH CAROLINA
Department of Environmental Quoin-
s. /'
Date: cc: file
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000

7/2/2021 Mail - Denard, Derek - Outlook
[External] RE: Issuance of Certificate of Coverage (COC) NCG510555 - Magellan
Charlotte II Terminal
Christensen, Andrea <[e-mail]>
Wed 6/9/2021 2:49 PM
To: Denard, Derek <[e-mail]>; Hinners, Carrie <[e-mail]>; Shelton, Jennifer
<[e-mail]>; Krshka, Kyle <[e-mail]>; Smith, Ranae <[e-mail]>;
Maguire, Reed <[e-mail]>
Cc: Basinger, Corey <[e-mail]>; Pitner, Andrew <[e-mail]>; Bell, Wes
<[e-mail]>; Watson, Edward M <[e-mail]>; Weaver, Charles <[e-mail]>
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment
to Report Spam.
Mr. Denard,
Thank you for sending and we are able to open/save the document. The transmittal of documents electronically
is acceptable to Magellan. Take care and have a good day.
Andrea Christensen
Sr. Environmental Remediation Specialist
Magellan Midstream Partners, L.P.
13424 West 98th Street
Lenexa, Kansas 66215
913-310-7735 (office)
918-520-0716 (cell)
[e-mail]
From: Denard, Derek <[e-mail]>
Sent: Tuesday, June 8, 2021 4:28 PM
To: Hinners, Carrie <[e-mail]>; Shelton, Jennifer <[e-mail]>; Krshka, Kyle
<[e-mail]>; Smith, Ranae <[e-mail]>; Christensen, Andrea
<[e-mail]>; Maguire, Reed <[e-mail]>
Cc: Basinger, Corey <[e-mail]>; Pitner, Andrew <[e-mail]>; Bell, Wes
<[e-mail]>; Watson, Edward M <[e-mail]>; Weaver, Charles
<[e-mail]>
Subject: Issuance of Certificate of Coverage (COC) NCG510555 - Magellan Charlotte II Terminal
Sent by an external sender. Use caution opening attachments, clicking web links, or
replying unless you have verified this email is legitimate.
Dear Mr. Krshka:
Please find the attached Issuance of Certificate of Coverage (COC) NCG510555 for Magellan Charlotte II
Terminal groundwater remediation.
https://outlook.office365.com/mail/id/AAQkADdhYTVmZDBILTESZDctNGI5MC04ZjliLWU4MjVhZTBhMmJkMgAQADCgfar7aw5Lp6uCSnvTUVM°k3D 1/2

7/2/2021 Mail - Denard, Derek - Outlook
In order to provide more convenience, control, and security to our permittees and assist them in
processing their transactions, the Division of Water Resources is currently transitioning towards
electronic correspondence. This will hopefully provide more efficient service to our permittees and
other partners and will allow us to more effectively process and track documents. We are writing to ask
you for your approval of the transmittal of documents related to your permitting and related activities
with the Division in an electronic format. Documents will be emailed to the appropriate contact
person(s) in your organization in a PDF format.
Please respond to me through email with verification that transmittal of your documents in an
electronic manner is acceptable to you.
Please respond to this email confirming that you received the attached document(s), were able to open
and view the document(s) and have saved/printed a copy for your records.
If you have any questions, please feel free to contact me.
Sincerely
Derek Denard
Environmental Specialist
N.C. Division of Water Resources
N.C. Department of Environmental Quality
919 707 3618 office
919 707 9000 main DWR
[e-mail]
1617 Mail Service Center
Raleigh, NC 27699-1617
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
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