NCG510555_Application_20201124

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ROY COOPER es:!)
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Governor 4�1' Y '.
MICHAEL S. REGAN ` 1
Secretory -i'�m,s,�,.<
S. DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
December 03, 2020
Magellan Terminals Holdings, LP
Attn: Kyle Krshka, Dir. of Operations
13424 W 98th St
Lenexa, KS 66215
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,
Itlinfd.cLA
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
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P MAGELLANsm
MIDSTREAM PARTNERS, L. P.
Environmental Department
13424 West 98th Street
Lenexa, Kansas 66215
November 17, 2020
Derek Denard, Environmental Specialist
NC DENR Division of Water Resources RECEIVED
Water Quality Permitting Section
1617 Mail Service Center
Raleigh,North Carolina 27699-1617 N O V 2 4 2020
RE:NCG510000 New Application for Magellan Charlotte II Terminal NCDEQ/DWRINPDES
7924 Mount Holly Road
Charlotte,North Carolina 28124
Dear Mr. Denard:
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 [e-mail].
Sincerely,
Andrea Christensen
Sr. Environmental Remediation Specialist
Enclosure: NCG51000 New Application

Division of Water Resources FOR AGENCY USE ONLY
A717ANational Pollutant Dischar e Elimination S stem NPDES g y Date Received
NCDENR Application for Coverage Under General Permit Yea' Month Day
_ i ► a� aaa�
N C G 510000 Certificate of Coverage
Authorization to Construct groundwater remediation projects designed N C G 5 1 0 5 5 5
to treat petroleum-contaminated groundwater. Check# Amount
NOTICE OF INTENT 1l�a4 '��
Assigned To:
[Required by 15A NCAC 02H.0127(d)]; [term definition see 15A NCAC 02H .0103(19)]
(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# 913 310-7735 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# 704 399-6331 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/Mou_Ily 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:
New[term definition see l5A NCAC 02H.0103(161]or Proposed
Does the facility have an approved CAP? Yes ❑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)]?
Igl Yes-If yes,list the permit numbers for all current NPDES permits for this facility: NC0005185
❑ No
6) Description of discharge: [Required by 15A NCAC 02H .0105(c)(1)] See Figure 2 for location of discharge
point
a) Is the discharge directly to the receiving water? )ICI Yes ❑No-If no,submit a site map with the pathway to the
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)
7) Discharge frequency: [Required by 15A NCAC 02H .0105(c)(1)]
a) The discharge is: 0 Continuous
X 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?
)Ijl 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. See Figure 3 for a Process-Flow Diagram
Check all of the following that apply:
XI Oil/Water Separator 0 Air Stripper NI Carbon Adsorption 0 Filters
El Other: Bypassed-see item(b)below
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: 0 parallel 0 series
e) Solids disposal method: Spent carbon will be removed via vacuum truck by qualified vendors and properly disposed
off-site. N/A
e) If other components to be included,please specify:
9) Receiving waters: [Required by 15A NCAC 02H.0105(c1(11] 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. 6 143-215.1(b)(5)(a)and 15A NCAC 02H.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

1
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 firm) submitting the application has been designated an authorized
representative of the applicant;per 15A NCAC 02H.0138(6)(1). N/A, submitted by applicant
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. See Attachment 3
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. See Attachment 3
g) Site map identifying the location of the monitoring wells,the recovery wells,and the treatment system unit. See Figure 2
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
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: Kyle Krshka
Title: Director of Operations
(Please re 'ew 5A C 02 .0 6 e for authorized signing officials) // A,,,,``
(Signat re of Applicant) (Date Signed)
North Carolina General Statute 4 143-215.6B 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 be 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 1per G.S. 143-215.3(a)(Ib)l
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 alternatives
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
NPDES Permit
NCG510000 Effluent
Effluent Parameters 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 II 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: 300 gallons
Estimated peak flowrate through carbon vessel based on site data: 5 gallons/minute
Given Information:
Volume of carbon in carbon vessel#1: 250 lb
Influent analytical data from 1/8/19 sample: 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
Carbon utilization rate @ 5 m gp '2: 3.66 lb/day
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]: 0.1525 lb/day
Time for breakthrough[250 lb/0.1525 lb/day/30 days/month]: 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 I1\Engineer\NPDES permit\NPDES General Permit\Application forms\Breakthrough Calculation Page 1 of 1

tetra S'LV
FILTR A TION
Liquid Phase Consumption Calculatioi
WATER FLOW RATE(gpm) : 5 Job
Carbon Bed size(Ibs) 250 Rev 2
10/14/19
Compound Inlet Adsorption Carbon Usage Carbon Usage Carbon Usage
Concentration Capacity (lb GACi Corrected For Rate
1000 gal H20: TOC
(lb GACi (lb gac
(ugm/I) %(w/w) 1000 gal H20) /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 0.287 lb/day without TOC Background-Groundwater
Average Adsorption Capacity 0.44% w/w without TOC Background-Groundwater
Carbon Bed life(months) 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: Magellan Terminals Holdings, L.P.
Mailing Address: 13424 West 98th Street
Lenexa, KS 66215
Contact Person: Andrea Christensen, 913-310-7735
Facility:
Facility Name: Magellan Charlotte II Terminal
Facility Address: 8026 Mt. Holly Road
Mecklenburg County
Charlotte,NC 28214
Contact Person: Mark Bowen [phone]
EAA Preparer:
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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3

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Figure 3 CHARLOTTE TERMINAL II Drawn By: MAM 2/27/2019
SINN , WSP USA Inc.
520 NICOLLET MALL SUITE 800 GROUNDWATER TREATMENT SYSTEM CHARLOTTE, NORTH CAROLINA Checked: GFi 2/27/2019
MINNEAPOLIS, MN 55402 PREPARED FOR
TEL: [phone] PROCESS FLOW DIAGRAM Approved: JS 3/15/2019
MAGELLAN TERMINALS HOLDINGS, L.P.
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
Bill,
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.
1

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(651)492-2206 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)
(65 I)492-2206(Cell)
[phone] FAX
email:[e-mail]
web: <http://www.lbgweb.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:tdowns©ci.charlotte.nc.us]
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)
rachelle.busser(«@Ibgmn.com
From: Downs, Tim [mailto:tdowns©ci.charlotte.nc.us]
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: [e-mail] [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:[e-mail]]
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
4

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]
5

Attachment B
Calculation of the Amount of Area Needed for Land Application
Magellen Charlotte II 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)= 4.75 in/day
Where: PERC =percolation rate(in/day)
ksat =soil permeability(in/hr)1= 1.98
Cd =drainage coefficient'= 0.10
Step 2: Calculate water loading rate
WLRD=(EVAP+PERC)-Precip= 138.6 in/month
Where: WLRD =Design water loading rate(in/month)
EVAP =Potential Evapotraspiration Rate(in/month)2= 0.15
PERC =Calculated percolation rate(in/month)= 142.56
Precip =80th percentile annual precipitation3(in/month)= 4.I I
Step 3: Calculate land area needed to process 1MGY of water
Area=Flowrate/WLRp= 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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Attachment B
Calculation of the Amount of Area Needed for Land Application
Magellan Charlotte II Terminal
Charlotte,North Carolina
Total annual
Precipitation*
Year (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
S:\Tech\Magellan Midstream Partners\Magellan Charlotte II\Engineer\NPDES permit\NPDES General Permit\Application forms\Land
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 Method'
PV=Co+C[((1+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
RATEZ ANNUAL PRESENT
NUMBER CAPITAL RECURRING SUBTOTAL VALUE OF
OF YEARS 4.875'%, COSTS COSTS COSTS COST
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
WSP
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Page 1 of 3

Attachment C
NPDES Discharge Start-Up Costs
Magellan Charlotte II Terminal
Charlotte,North Carolina
Unit Mark-Up
PROFESSIONAL SERVICES Rate Unit QTY % Extension Notes
WSP
Permitting $8,000 LS 1 0.0% $8,000 General NPDES discharge permit application
System Start-up
Coordination,Job Plans,Notifications,etc. $125 Hrs 8 0.0% $1,000
ECEA Field Work $60 Hrs 16 0.0% $960
TOTAL NDPES DISCHARGE START-UP COSTS: $9,960
WSP
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Attachment C
Annual NPDES Discharge O&M Cost Estimate
Magellan Charlotte II Terminal
Charlotte,North Carolina
NPDES DISCHARGE Unit Mark-Up
OPERATION&MAINTENANCE 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 $450 Month 12 7.5% $5,805 Assumption based on current system O&M
1 visit @$450 for 12 months
LABORATORY ANALYTICAL SERVICES
Quarterly Water Samples $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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Attachment D
Present Value Cost Analysis for Infiltration Gallery
Magellan Charlotte II Terminal
Charlotte,North Carolina
PVCA Calculation Method'
PV= Co +C[((l+r)°-1)/(r(l+r)°)]
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 4.575% $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
S:\Tech\Magellan Midstream Partners\Magellan Charlotte II\Engineer\NPDES permit\NPDES General Permit\Application
forms\Charlotte Infiltration Gallery cost estimate
Page 1 of 3

Attachment D
Infiltration Gallery System Design and Installation Cost Estimate
Magellan Charlotte II Terminal
Charlotte,North Carolina
INSTALLATION OF INFILTRATION GALLERY Unit Mark-Up
Rate Unit QTY S Extension Notes
UTILITY LOCATOR
Private Utility Locator $5,000 LS I 7.5% $5,375 General Ensnare
SAEDACCO
Mobilization/demobilization $2,000 LS I 7.5% $2,150
Health&Safety Plan,permit,PM,etc. $500 LS 1 7.5% $538
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 S40,075 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 front SAEDACCO:assumes 5 days
Monitoring well installation(assume six 2"wells) $18,460 LS I 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 S30,000 LS I 0.0% 530,000
Permitting $11,000 LS 1 0.0% $11000 Non-Discharge Wastewater Si.stem Pcrmn-wludcs application tie
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 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% $760
Per Diem $75 Day 10 0.0% $750
PID/LEL $300 Week 2 0.0% $600
',Astern 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 I 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 beiges.TCLP metal.BTEX.Flashpoutt
Start-up Water Samples $150 Each 6 7.5% $968 VOCs,GRO,DRO,TKN,Phosphorus,0&G.Ammonia
SUBTOTAL: S2,043
TOTAL INFILTRATION GALLERY DESIGN,INSTALLATION,AND START-UP COSTS: S247,017
WSP
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Attachment D
Annual O&M Cost Estimate for Infiltration Gallery
Magellan Charlotte II Terminal
Charlotte,North Carolina
INFILTRATION GALLERY Unit Mark-Up
OPERATION&MAINTENANCE 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 $3,000 Month 12 7.5% $38,700 Assumption based on current system O&M
LABORATORY ANALYTICAL SERVICES
Monthly Water Samples $150 Each 24 7.5% $3,870 VOCs,GRO,DRO
ANNUAL PERMIT FEE TO NCDENR $810 Each 1 7.5% $871
TOTAL ANNUAL O&M FOR INFILTRATION GALLERY: $74,725
WSP
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Attachment E
Injection Well Cost Estimate
Magellan Charlotte II 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
RATE2 ANNUAL PRESENT
NUMBER CAPITAL RECURRING SUBTOTAL VALUE OF
OF YEARS 4.875% COSTS COSTS COSTS COST
20 4.875% $421,076 $31,643 $452,719 $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 II Terminal
Charlotte,North Carolina
INSTALLATION OF INJECTION WELLS Unit Mark-Up
Rate Unit QTY % 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: S342,791
Unit Mark-Up
PROFESSIONAL SERVICES Rate Unit QTY % Extension Notes
WSP
System Design $30,000 LS I 0.0% $30,000
Permitting $11,000 LS I 0.0% $11,000 Non-Discharge Wastewater System Permit-includes application fcc
System Installation
Contracting,P.O.s,Coordination,Job Plans,etc. $125 Firs 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% $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 0.0% $500
Rental Car Gas $50 LS I 0.0% $50
Hotel $95 Night 5 0.0% $475
Per Diem $75 Day 5 0.0% $375
PID/LEL $300 Week I 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 VOCs.GRO.DRO
SUBTOTAL: $1,720
TOTAL INFITRATION GALLERY DESIGN,INSTALLATION,AND START-UP COSTS: $421,076
WSP
S:\Tech\Magellan Midstream Partners\Magellan Charlotte II\Engineer\NPDES permit\NPDES General Permit\Application forms\Charlotte injection wells cost estimate Page 2 of 3

Attachment E
Injection Well Annual O&M Cost Estimate
Magellan Charlotte II Terminal
Charlotte,North Carolina
INJECTION WELLS Unit Mark-Up
OPERATION& MAINTENANCE 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 $450 Month 12 7.5% $5,805 Assumption based on current system O&M
1 visit 0$450 for 12 months
LABORATORY ANALYTICAL SERVICES
Quarterly Water Samples $150 Each 16 7.5% $2,580 VOCs,GRO,DRO
ANNUAL PERMIT FEE TO NCDENR $810 Year 1 7.5% $871
TOTAL ANNUAL O&N1: $31,643
Page 3 of',

Attachment 3
Final Plans for Groundwater Treatment Plant
I
1

GROL NOWAT H R TR HATM HAT SYST KM
MAG H LLAN T HRMINALS HOLDINGS , L. P .
CHARLOTTE II T HRMINAL
CHARLOT'_' H, , NORTH CAROLINA
MAGELLAN.
MIDSTREAM PARTNERS, L. P. Preparedby:
Leggette , Brashears & Graham , Inc .
Professional Groundwater and
‘aiN! H;nvironmental Hngineering Services
wA1 ,�.�
`1i ' ! JANUARY 2016
*4
sin: ,. - . e
,... :.. ,-.. . 1 K
KEY TO SHEETS
APPENDIX B BUILDING CODE SUMMARY
G—01 GENERAL SYMBOLS & NOTES
PROJECT CONTACT LIST C-02 SITE/MAP SITE CONSTRUCTION SYMBOLS & NOTES
OWNER M-01 MECHANICAL SYMBOLS & NOTES
MAGELLAN PIPELINE COMPANY, L.P. M-02 EQUIPMENT LAYOUT
ANDREA CHRISTENSEN [phone]
P-01 PROCESS SYMBOLS & NOTES
P-02 PROCESS FLOW DIAGRAM
ENGINEER
LEGGETTE, BRASHEARS & GRAHAM, INC. S-01 TRAILER ELEVATIONS
RACHELLE BUSSER [phone]
MATT PERAMAKI, P.E. [phone] E-01 ELECTRICAL SYMBOLS & NOTES
E-02 ELECTRICAL LAYOUT
GTS_CHII_Cover

2012 APPENDIX B _Locaiion of doors Alm panic hardware 1008 1 10) e Phtmlnag Fietarea Iteeviretnexes(New eptsalroctfax.leldataxe.[War.larrenems witalaage'If L,at if tat-teweaL
BUILDING CODE SUMMARY er.c1,14 FI...IA _402_403_404_405_400_40,_408_EN_410_III 411 413 414 415 aft, Location of.ors veln delayed signess loc.and thr,amount of del.(10081 8 I) a'°ftP0ft,00,0
11. NS Ile 420 421 122 423 I= 423 426 42c
FOR ALL COMMERCIAL PROJECTS _Location of.ors with electromagnetic ewe...(.81 9 81
(Includes:New Construction.Upfits.Rentwations.Additions) _Local0n of doors.equipped Alm noidoson devoid
Sp...1.1=.1,4.1.1Apo.N. .2 so. 309.4 WS• .6 SO9' 509 r WS
(except 1 and 2-family...Own,.4 to.21...0 _Linston of morgerNy ncapo ann..110281
‘11.0,,,,,AcylAsc OW.1111 App4,AfloNO!—Vas Sera.mon_Nr Escapade _The square footage of eacn fire area(902) OCCUPANCY
WATERCLOSETS ,,,,,,,,s LAVATORIES ,,,,,w...„, „„,,,,,,..,,,,,,,,
_The square footage of,ce srno,compartment 1402 al
A Project Infornullon I Rirgalrecl Information lot 411 pro(e.) ANVOR'PAGE k- II'. FOUNTAINS
_Note any code exceptions or ta.no,that rnay have been uhlaed regaMIng Me de.above DESIGNATION ,,,,,,,, J pg,,,,,,,g KALB FEMALE k
— •
• • _„__ • • •
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.
• • •
EA1.41.4.4.m.....INale.0%
2 MIND.41,lie ARRANGEMENT MEANS or
7RAVEL DISTANCE a Siteria 1.1"prevals glapplietelde ea your project)
NUMBER OF EXITS EGRESS.IncrION 1011:1
i ALLOWABLE
. . FLoCAL ROOM
REQUIRED
GA SPACE 'RAVEL ,,,,,tiAL TRAVEL REQUIRED APICAL
DESIGNATION, SHOWN ON DISTANCE PITTANCE IHSTANCE DISTANCE
• - _.. TIOSI I PLANS SNOWNON BETWEEN.= SlioWN ON
ITABLE 1016 11 PLANS DOORS PLANS
v. Energy Summary(New Campmate...1tItrataaa Oataleaf rose and ottiar)
tal , fll, (C) 101 I.E.1 IF,
.......=. ,L„,,,,„,..„„„ ....,,,,„50,1 AR.FOR AREA FOR ALLDWABLE MAXIMUM •Bf.'Jae' '3'7"713''' 1 NIA NIA _ SAILDING SWITIAIPE.
FRONTAGE SPRINKLER AR.OR BUILDING k oNfolef.....Sfawn10,N
...V.9. '‘'.. ... INCREASO !WEE., VNLIMITED. ARE S' _ .nraaa itagallefeentla
,
• INYIPANT LOAD AN',Pn.f 11,011
NA - ,T.fdle 1.1 11
'N NI 110411, 10 MT VilLITII IIN&•‘..
IPI If=GROUP OR E.REAS VIII=NFER REQUIRED W1DTN _,..
,,e, SPACE , ,, A.A.pER trALC'',ATE.CI,e,Y kl eenli,d44 io rusA
01.0 MAIM=`kt, A.. . OrCUPANT 'L''OA'D..(.afa., 01C1I.10I0.S1 rT ,....„. ,0 sNw.`N"o.."p`LAN
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-
, STAIR LEVEL STAIR LEVEL STAIR LEVEL
3•• 1
...P..••••• ' TIMM=EVITI.OPE,NCHLT.CSA,IAA.II
Dealge Prang*Infornalas.11055u2*ed Inform.,lOr all Project,'
AZAD OMEN PROIFISSIONAL,1......Rea..A Grab,le. 01 1 ttttt ItOi
DESIGNER FIRM #
_
10-.X I %%%%\A CA&n0,_
-
i .11uwahle Height(Chapter 5)-IlLegatred.fer Lelditions„New Conetrweaeal ‘L :C.• " n... ..
.I ...Elem...1 gs•pact Deal. BERLINual—111821 —She.GG 3.,...0.0112I, 00*141
ALLOWABLE I IN SHO
CREASE FOR 001..e.r.'1Z." 'V•••,' t•
WN ON PLANS CODE REFERENCI1
1_, ‘TABLE so, SPRINKLE.
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, , .‘„,..,,,D,Iling Unit.ma slap,fusits-(Ottly for la I.XS eacattartep •••• i SEAL se
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ACCESSIBLE DIVELIAVUrNATS
flg.is 041213
TOTAL
TTPE A TYPE A =PE B TYPE B
a Tope...4 hong performed ,Itemered Infarmallan r..“ii eJ.).,1.) j. rice/ie..,Re,tremet.LChapter LL-(12,tree I lafarekaarate for all prate. ACCESSIBLE ACCESSIBLE..... UM= LW= UNITS UNITS Mr. ‘,..” A'CE.,,,..,...... 0.7.. AAs.•A.... el T
REWIRED PRoVIDED REWIRED PROVIDED REQUIRED PROVIDED ,,,,7,0120
NIA -.7. ,s,,...GiNe.... V- •
11. BATING DETAIL 0 DUBIN X ma ...%.• f 117P.—......
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SCHEDULE OF SPECIAL INSPECTIONS
....V.11.111
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_
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_F,and/marmite Medal bubo.(Ch1.134,)
_Assumed and reeil Reopen,Imo lociftWas
,..,. _5,10.02._H-2.1M_.,,......._.-....._.,UPS _Ectenorwall open.,sm.*rupet to rbstsncs to assunod Worn/hiw•a=El atianwea 1 agave•Freeaa,eaa L'aelthaat
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II
_Occupant loads for each area
_Ern access trawl datances GO/8) 111,1ASSANAICAno
_Corm.,path Of bevel RCM.MIS 3 A 1028 8)
_Pakais G. _Opm_Ea...I_Es,G...
_0.a.cl end lengths I10113 4,
_Glow a...tut....door
_Maximum cal.aled occupant bad cap•City each...or can accommodate lased on egress eat(INS 1)
_.tuai occupant..kir each exit door
_A wow....Pc pian...wing..fire fated floor,Ang anWor roof stn.,.is prowd,for punxxs.of occupancy Wm..,
DATE REVISED Prepared By: MAGELLAN TERMINALS HOLDINGS, L.P.
LEGGETTE, BRASHEARS & GRAHAM, INC. CHARLOTTE II TERMINAL
Professional Groundwater and Environmental Services CHARLOTTE, NORTH CAROLINA
. . Northpark Corporate Center
8 Pine Tree Drive, Suite 250 BUILDING CODE SUMMARY
st. Paul, MN 55112
[phone]
FILE: GTS_CHII_A—B.DWG I DATE: MARCH 2016 SHEET: Appendix B

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.
GENERAL ABBREVIATIONS 2. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND VARIANCES, AND FOLLOWING FEDERAL, STATE
AND LOCAL BUILDING CODES.
A L W 3. ALL WORK TO CONFORM WITH FEDERAL, STATE AND LOCAL REQUIREMENTS FOR THE SAFETY OF
WORKERS AND BYSTANDERS.
0 AT LAB LABORATORY W WEST
< ANGLE LBPOUND W/ WITH 4. IN CASE OF CONFLICT BETWEEN DRAWINGS AND/OR SPECIFICATIONS, REQUEST INTERPRETATION
ADDT ADDITIONAL LONG LONGITUDINAL yyp WIDDEE
A ABOVE LF LINEAR FEET W/p WITHOUTFROM THE OWNER'S REPRESENTATIVE.
ADJ ADJUST, ADJUSTABLE LT LEFT, LIGHT WG WATER GAUGE
ALT ALTERNATE LTD LIGHT DUTY WT WEIGHT 5. CONTRACTOR MAY STORE EQUIPMENT AT THE SITE AS APPROVED BY THE OWNER OR OWNER'S
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE M Y REPRESENTATIVE.
APPROX APPROXIMATE
APPVD APPROVED MAX MAXIMUM YD YARD
AUTO AUTOMATIC MIN MINIMUM
AUX AUXILIARY MISC MISCELLANEOUS
AVG AVERAGE MM MILLIMETER GENERAL DESIGN SYMBOLS
B MISC
N
1" ONE INCH ARROW INDICATES
BTM BOTTOM N NORTH 1' ONE FOOT SECTION VIEW SECTION DESIGNATION DETAIL DESIGNATION
BTWN BETWEEN NC NORMALLY CLOSED 10 SINGLE PHASE, ELEC DIRECTION ' llEta`
C NIC NOT IN CONTRACTgra
NO NUMBER, NORMALLY OPEN
NOM NOMINAL M-03 M-05 C-03 C-04
C CLOSED NTS NOT TO SCALE "'
CLR CLEAR, CLEARANCE
COM COMMON O SHEET WHERE SECTION/DETAIL IS SHOWN
CONSTR CONSTRUCTION SHEET WHERE SECTION/DETAIL IS TAKEN
CONT CONTINUE, CONTINUED, CONTINUOUS OPG OPENING
CONTR CONTRACTOR P
COORD COORDINATE
CTR CENTER PERP PERPENDICULAR DETAIL AND SECTION DESIGNATIONS
D PL PLATE
PREFAB PREFABRICATED
DBL DOUBLE PRELIM PRELIMINARY
DIM DIMENSION PREP PREPARE, PREPARATION GENERAL DETAIL DESIGNATION (NUMERAL)
DIR DIRECTION PSF POUNDS PER SQUARE FOOT
DN DOWN PSI POUNDS PER SQUARE INCH
DWG DRAWING PSIG POUNDS PER SQUARE INCH GAGE
E R SHOWN ON GENERAL DETAIL DRAWING(S)
E EAST REF REFER, REFERENCE
EA EACH RELOC RELOCATE, RELOCATION GENERAL DETAIL DESIGNATION
ECC ECCENTRIC REQD REQUIRED
ENGR ENGINEER REV REVISE, REVISION
EQL EQUAL, EQUALLY RT RIGHT
EQUN EQUIVALENT 40 DETAILS SHOWN ON PHOTO
S
EXST EXISTING DETAIL DRAWING(S)
S SOUTH
F SCHED SCHEDULE
F DEGREES FAHRENHEIT SH SHEET PHOTO DESIGN DETAIL
FIN FINISH SIM SIMILAR
FT FOOT, FEET SP SPACE, SPACED
SPEC SPECIFICATIONS
H SQ SQUARE
HGT HEIGHT STD STANDARD STR STRAIGHT SHEET IDENTIFICATION FORMAT
HORIZ HORIZONTAL
HR HOUR SYMM SYMMETRICAL
I T
IN INCH T TOP AND BOTTOM EXAMPLE DISCIPLINE DESIGNATOR
INC INCORPORATED TENAN TANGENT
INT INTERIOR TEMP TEMPORARY
THK THICK, THICKNESS A = ARCHITECTURAL
cc
K THRU THROUGH WO w C = CIVIL\SITE CONSTRUCTION
TYP TYPICALz a z E = ELECTRICAL
KIP THOUSAND POUNDS V a0 jm G = GENERAL
NOTES: 5 w w M L = LANDSCAPING I
VERT VERTICAL S 0 cn/Z M = MECHANICAL
...G P = PROCESS
0 = EQUIPMENT
C-02 S = STRUCTURAL
w Z N Z w
0
1. ADDITIONAL ABBREVIATIONS FOR u,o ix o z
SPECIALIZED WORK DIVISIONS (MECHANICAL, O mQL
INSTRUMENTATION, ELECTRICAL, ETC.) ARE ire jcewo
SHOWN ON THE LEGENDS OF THE 0Z Z Z N
RESPECTIVE DIVISIONS. 0 Oo
2. THIS IS A STANDARD SYMBOL FIGURE. 0 wwz
THEREFORE, NOT ALL OF THE INFORMATION NFg
SHOWN ON THIS FIGURE WILL BE USED ON i
THIS PROJECT.
0
Z
DATE REVISED Prepared By: MAGELLAN TERMINALS HOLDINGS, L.P.
LEGGETTE, BRASHEARS & GRAHAM, INC. CHARLOTTE II TERMINAL
Professional Groundwater and Environmental Services CHARLOTTE, NORTH CAROLINA
- Northpark Corporate Center
8 Pine Tree Drive, Suite 250 GENERAL INFORMATION & NOTES
St. Paul, MN 55112
[phone] FILE: GTS_CHII_G-01.DWG I DATE: MARCH 2016 I SHEET: G-01

SITE CONSTRUCTION ABBREVIATIONS GENERAL SITE CONSTRUCTION NOTES SURVEYING/TOPOGRAPHY UTILITIES
A M PET- BURIED PETROLEUM TRANSMISSION UNE
ANGLE MAR MATERIAL 1. ALL INFORMATION PERTAINING TO THE UTILITY BM#e BENCH MARK -CATV_- BURIED CABLE TV
AC ASBESTOS CEMENT,ASPHALTIC CONCRETE MA MANHOLE
ACI AMERICAN CONCRETE INSTITUTE MJ MECHANICAL JOINT LINES/APPURTENANCES SHOWN ON THESE DRAWINGS ARE BASED ON -CATVO- CABLE TV (OVERHEAD)
AFF ABOVE FINISHED FLOOR MNPT MALE NATIONAL PIPE THREAD CURRENTLY AVAILABLE DATA. THIS INFORMATION IS APPROXIMATE L SURFACE WATER ELEVATION
AGGR AGGREGATE MIS MILL-TYPE STEEL G BURIED GAS UNE
A/M AS MEASURED MW MONITOR WELL AND LEGGETTE, BRASHEARS & GRAHAM, INC. IN NO WAY SL GROUND WATER ELEVATION
ANC ANCHOR GUARANTEES ITS ACCURACY. ACTUAL LOCATIONS. ELEVATIONS OR -RFE— REGIONAL FLOOD ELEVATION -NW- WATER LINE W/SIZE
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE N SIZES OF UTILITIES SHALL BE DETERMINED IN THE FIELD PRIOR TO - - E BURIED ELECTRIC LINE
B NPT NATIONAL PIPE THREAD AND DURING CONSTRUCTION.
BF BOTTOM FACE 0 1047 PROPOSED CONTOUR EO- ELECTRIC LINE (OVERHEAD)
BE BITUMINOUS 0 TO 0 OUT TO OUT 2. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR T BURIED TELEPHONE LINE
BLDG BUILDING
BL-FL BOND FLANGE OC ON CENTER SHALL OBTAIN AND REVIEW ALL AVAILABLE INFORMATION PERTAINING /(yJ_ EXISTING CONTOUR TO- TELEPHONE LINE (OVERHEAD)
00 OUTSIDE DIAMETER
BLVD BOULEVARDTO EXISTING SITE UTILITIES. THIS INFORMATION MUST BE OBTAINED
BOP BOTTOM OF PIPE,ELEVATION OF OUTSIDE FACE.OVERFLOW
OPNG OPENING FROM THE CORRESPONDING UTILITIES OWNERS BASED ON THE MOST 345 STAR
RB LL BRANCHND SPIGOT OSA OUTSIDE MR RECENT DATA. I - --< STORM SEWER W/SIZE
BSREFERENCE LINE WITH
BSMT BASEMENT
P STATION NUMBER SAN SANITATION SEWER W/SIZE
BBTWN BBETWEEEN PC POINT OF CURVATURE 3. WHERE NECESSARY FOR INSTALLATION OF WORK, EXISTING 38.00
BEV BUTTERFLY VALVE PCR POINT OF CURB RETURN UTILITIES WILL REMAIN, AND WILL BE PROTECTED AND SUPPORTED. 37 50 CURB ELEVATION, GUTTER ELEVATION E) ELECTRICAL JUNCTION BOX
C PEN
PLANT SANTE,D PENETRATION
-0-
PI POINT OF INTERSECTION 4. WORK AREAS TO BE KEPT CLEAN AND FREE FROM EXCESSIVE TELEPHONE POLE
1 CC CENTER TO CENTER PJF PREMOLDED JOINT FILLER BUILD UP OF WASTE MATERIALS, UPON COMPLETION, ALL WORK 131.001 PIPE CENTERLINE ELEVATION I] TELEPHONE PEDESTAL
CB CATCH BASIN FL PROPERTY UNE
CFS CUBIC FEET PER SECOND PR PRESSURE AREAS WILL BE LEFT IN A CLEAN CONDITION. 878 PROPOSED SPOT ELEVATION ia POWER POLE/LIGHT POLE
CkG CURB AND GUTTER PRC POINT OF REVERSE CURVATURE
CHAN CHANNEL PREFAB PREFABRICATED 5. WORK AREAS SHALL BE RESTORED TO PRE-WORK OR BETTER 50+18 STATIONING ON SURVEY LINE I]PAD ELEC. PAD W/TRANS.
CJ CONSTRUCTION JOINT
PROP PROPERTY
CENTERLINE ❑CONDITIONS. GAS METER REGULATOR
4USIA POUNDS PER SQUARE INCH ABSOLUTE 50+16 B.K. G
CLR CLEAR,CLEARANCE PONT PAVEMENT 0+00 AHD STATIONING EQUATION METER/REGULATOR
CONSTRUCTION DRAINAGE: USE PUMPS, TEMPORARY DITCHES,
CMU CONCRETE MASONRY UNIT R ❑E MANHOLE FOR ELECTRIC
CO CLEANOUT RADIUS ETC. TO MAINTAIN A WELL DRAINED SITE FREE OF WATER AND ui Too-- DEPRESSION CONTOUR (HATCH MARKS
RAD
COL COLUMN BAD RUBBER HOSE WATER SOFTENED SOILS. POINT TO BOTTOM OF DEPRESSION) ETRAFFIC SIGNAL
RBRCONC CONCRETE REBAR REINFORCEMENT BAR
CONN CONNECTION,CONNECT RED REDUCER BOUNDARY OF SURVEY C- UTILITY POLE GUY WIRE
CONP CONTAINMENT PIPE 7. SLOPE FINISH GRADES UNIFORMLY BETWEEN SPOT ELEVATIONS yy--�T '
CONSTR CONSTRUCTION REINF REINFORCED,REINFORCING SHOWN. }{ ORNAMENTAL LIGHT
CORR CORRUGATED RELOC RELOCATE.RELOCATION SECTION LINE ,
OILS COUPLING RJ RESTRAINED JOINT
CTR CENTER ROW RIGHT OF WAY 8. ALL WELL CONSTRUCTION AND PRODUCTS SHALL BE IN -ROW RIGHT OF WAY LINE 0 STREET LIGHT
CULV CULVERT RR RAILROAD ACCORDANCE WITH MECKLENBURG COUNTY GROUNDWATER WELL rr
CYL CYLINDER RST REINFORCING STEEL T,- CENTER LINE
REGULATIONS. HYDRANT
0 S —-—-— BUILDING SETBACK © MANHOLE
d PENNY(NAIL SIZE) SAN SANITARY SEWER 9. DETAIL DRAWING PIPE, FITTINGS AND ETC., ARE TO SCALE, 0 IRON PIN FOUND -no- WATER VALVE
DBA DEFORMED BAR ANCHOR SB SOIL BORING
OF DOUBLE FLANGED SCH SCHEDULE THREADS AND ETC., ARE NOT. 0 IRON PIN SET © GAS VALVE
DIA DIAMETER SOR STANDARD DIMENSION RATIO
DIM DIMENSION SOWK SIDEWALK ® R.O.W. MONUMENT
DIM DIRECTION STA STATION ® DROP INLET
D DRAIN STAR STORM SEWER PIPING i' CHISELED "X" ® INLET
DN DOWN STRL STRUCTURAL ICI CATCH BASIN
DS DOUBLE SPIGOT SOUR STRUCTURE
STUB SUSPEND.SUSPENDED PIPING MATERIAL MIN ABBREVIATIONS > CULVERT
E VIM SYMMETRICAL PIPE MATERIAL AL ALUMINUM
ECC ECCENTRIC T DIAMETER PIPE WALL BCS BLACK CARBON STEEL
EF EACH FACE T TANK (INCHES) THICKNESS CGS COATED GALVANIZED STEEL SITE FEATURES WELLS
EL ELEVATION T&B TOP AND BOTTOM PROPOSED EXISTING
ELB ELBOW TAN TANGENT CI CAST IRON ,
EOL SP EQUALLY SPACED TC TOP OF CONCRETE OR CURB CLDI CEMENT LINED DUCTILE IRON ❑• • GEOPROBE LOCATION
EOUN EOUNALENT TEMP TEMPORARY 4PVC-SCH40
ay EACH WAY TF TOP FACE CPVC CHLORINATED POLYVINYL CHLORIDE MARSH AREA T
EXST EXISTING THD THREAD TANK INF. CMP CORRUGATED METAL PIPE ,� ® NESTED AS/SVE LOCATION
THK THICK,THICKNESS CS CARBON STEEL TREE LINE
FCC FLOOR CLEANOUT TOSF U TOP OFSTREAM DESCRIPTION CUP COPPER CORRUGATED STEEL PIPE SHRUB AREA rt it PIEZOMETER LOCATION
FD FLOOR DRAIN T TTUOP OF STEEL ST PIT FLOW ,5V�, $ 9 MONITORING WELL LOCATION
FON FOUNDATION DIRECTION DI DUCTILE IRON 'ZnS'FF FINISHED FLOOR TW TOP OF WALL ELS COAL-TAR EPDXY-LINED STEEL DECIDUOUS SHRUB
FG FINISHED GRADE TYP TYPICAL EPS EXTRUDED POLYETHYLENE �.n� © • RECOVERY WELL LOCATION
U B CROSSING OVER A ) �vr CONIFEROUS SHRUB
FFLLEX FLANGED
E FLEXIBLE . FRP FIBERGLASS REINFORCED PLASTIC
F R FLOOR UNF UNFINISHED R GS GALVANIZED STEEL I� IL .1". '
NI, FEMALE NATIONAL PIPE THREAD V B PARALLEL UNDER A , I E-- HDPE HIGH DENSITY POLYETHYLENE lam) DECIDUOUS TREE SOIL-VAPOR EXTRACTION WELL LOCATION
FLASH FINISH.FINISHED
FTC FOOTING VERY VERTICAL } HPSC HIGH PRESSURE STEEL COATED , CONIFEROUS TREE ® G MULTI-PHASE EXTRACTION WELL LOCATION
G VOL VOLUME PE POLYETHYLENE
VPC VERTICAL POINT OF CURVATURE HIDDEN PIPE PR PRESSURE RATING
CND GROUND VPCC VERTICAL POINT OF COMPOUND CURVATURE tJ STUMP Q 0 AIR SPARGING WELL LOCATION
GRD GRADE VPI VERTICAL POINT OF INTERSECTION PVC POLYVINYL CHLORIDE
GV GATE VALVE VPT VERTICAL POINT OF TANGENCY PERFORATED PIPE RCP REINFORCED CONCRETE PIPE qq
H W I Z SCH SCHEDULE d BB BILLBOARD NI 0 SUPPLY WELL LOCATION
HO HUB DRAIN W WATER LINE PIPE DIAMETER CHANGE SDR STANDARD DIMENSION RATIO SIGN
SS STAINLESS STEEL
HK HOOK STL STEEL RAILROAD SIGNAL TEST BORING LOCATION
HT HEAT TRACE PIPE MATERIAL CHANGE PVC I sn HWS HIGH WATER SURFACE *( CD SOIL-GAS PROBE LOCATION
11W/ HIGHWAY RAILROAD TRACKS
I NOTES: H H )---i TEST PIT
ID INSIDE DIAMETER 1. ADDITIONAL ABBREVIATIONS FOR ----- TRAIL
IE INVERT ELEVATION SPECIALIZED WORK DIVISIONS PROFILE LEGEND
IF INSIDE E ROAD-UNIMPROVED
(MECHANICAL, INSTRUMENTATION,
INVT INVERT ELECTRICAL. ETC.)ARE SHOWN ON THE
NC INCREASER
U LEGENDS OF THE RESPECTIVE N TOP OF FRAME ROAD-IMPROVED SITE WORK
JT JOINT DIVISIONS.
2. THIS IS A STANDARD SYMBOL .
L FIGURE.THEREFORE. NOT ALL OF THE MANHOLE (PROFILE VIEW) ��� RETAINING WALL SEEDING AND JUTE MATTING
lP UNEAR FEET INFORMATION SHOWN ON THIS FIGURE _� _
WILL BE USED ON THIS PROJECT. T PUMPING SUMP, PUMPOUT, PUMPING CHAMBER OR BLOWOFF � ��: SODDING
♦ CURB AND GUTTER ' s•:•
1 IN PIPE TO BE LAID TO MINIMUM FALL OF 1 FT.IN 500 FT �i
DOT INDICATES CHANGE IN GRADIENTS - - - - DEPRESSED CURB ��� PAVEMENT
-C CLASSIFICATION OF BACKFILL, SEE DETAILS AND SPECIFICATIONS 0 ° (1 GRAVEL SURFACE
-H �-- MINIMUM COVER INFORMATION N, WATERSHED LIMITS J
CONCRETE WALK
EXAMPLES -....-1 5 P I-4.- MAINTAIN MINIMUM COVER OF 5' BELOW FINISHED SURFACE
OVER PIPELINE -X-X X- FENCE LINE ___/\ " — SILTATION FENCE OR STRAW BALES
13 1/2 R 3 1/2 PI MAINTAIN MINIMUM COVER TO MEET 3 1/2' FROM ROAD SURFACE -X-X-XI- FENCE GATE SLOPE INTERCEPT
OR OVER PIPELINE
EXISTING NEW ABANDONED REMOVED // FILL - -
PROVIDED BY CONTRACTOR -/-/-/- CHAIN LINK FENCE DITCH INVERT
UTILITY < "SAN rSAN� K "Al© "S4 ° " CONCRETE - - DRAINAGE DITCH
0 0 o WOOD FENCE
; *. GRAVEL NOTES:
BUILDING \\\\\\\ \\\\\\\, N/A &\\'<\t,
SAND \\\\\\\\\\.\\\ BUILDING LINES 1. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS (MECHANICAL,
INSTRUMENTATION, ELECTRICAL, ETC.) ARE SHOWN ON THE LEGENDS OF THE
NOTES: /j�/� SOIL RESPECTIVE DIVISIONS.
2. THIS IS A STANDARD SYMBOL FIGURE. THEREFORE, NOT ALL OF THE
IN GENERAL. EXISTING STRUCTURES, UTILITIES AND INFORMATION SHOWN ON THIS FIGURE WILL BE USED ON THIS PROJECT.
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 p MAGELLAN TERMINALS HOLDINGS, L.P.
STRUCTURES, UTILITIES AND FACILITIES TO BE REMOVED DATE REVISED Prepared By
ARE MARKED WITH X's. LEGGETTE, BRASHEARS & GRAHAM, INC. CHARLOTTE II TERMINAL
Professional Groundwater and Environmental Services CHARLOTTE, NORTH CAROLINA
Northpark Corporate Center
8 Pine Tree Drive, Suite 250 CIVIL/SITE CONSTRUCTION SYMBOLS & NOTES
St. Paul, MN 55112
[phone] FILE: GTS_CH II_C—01.DWG I DATE: MARCH 2016 I SHEET: C-01

OW-59 \
OW 60
—__
q \ —PROPERTY LINE PL
SURVEYED
R ----PROPERTY LINE NOT SURVED
\ RIGHT-OF-WAY LINE
EDGE OF PAVEMENT
---EDGE OF GRAVEL
//
5 -K-K-CHAIN-LINK FENCE
// a6R MW MONITORING WELL
OW-4 OW OBSERVATION WELL
MW-10 / OW DEEP BEDROCK WELL
.MW-12 0 +F C,. \ SHALLOW BEDROCK WELL
OW-55 PARTIALLY WEATHERED ROCK WELL
PHYTO AREA ABANDONED/DESTROYED WELL
Ilkilsiortiohiwowzr.'
6
OW-52
0 \
MAGELLAN MIDSTREAM OW-39 _g
PARTNERS / 0
e0W-56 OW-25 .,_1
ow-st
4,1114ketirl :-
MAGELLPN 0--
MIDSTREAM / ,/ • 0 Mill_A,
PARTNERS ///F Cg
/ \ MW-13) ' OP ��
/ \ RONALD&GALE //E .rZ ``,'IIIIIIIII//''/
MAGELLAN MIDSTREAM / OW-320 ('(/ TANK \ ��`0 e'()- `SIO'�.2'i
PARTNERS / may' TANK #5 \V. =ZQ �` �=
XXX////// "9':
0 TANK #9 SEAL
0 _ _ ow-16 #q ow s 0ow-21 ��i 041213 OW-a7 b I Y
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OW-4®
0 OW_19 ��j `��.
-----� OW-62 .X4e 41 "
MAGELLAH MIDSTREAM PARTNERS - -------- 00W 9opi '
....
---.... ' PNILUPS PMASLLW ca
II
OW-6 / TExAfA Aatttwita,JA-4
OW-7A OW-7AR REMIND
® K / ARAM( NG.
O OW-23 (TAN I)
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ow-3A® TANK /
w r -X- - 7 n A " -NR K OW-45 � 6
e OW-57
ow-s x oL TA
ow-1% OW-54 #1N0
OW-34 ay 0 /
x D - ® p
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TANK ® TANK �\ 9WT
ERIC W. METT I I x #1 r # #3 OW 601 J
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# x TANK \
#2 ow-3 0 e
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I IC' 11011.'''n I 0, \A. ,
p ow 0 \
IF * may, t
I I Oyu I I Mw_2 0w 6 \
I
x R I ( I —"
S? �Aw_y DEPOT 1-STORY
U e ■ ROCK BRICK OFFICE MIDSTREAM \
PARTNERS
I
Ei U LOADING \
I # ` / AREA w 0W 7
— /1 ? �F7w-z 0 \
OW-3® GATE OW-5 0
0 OW-1 j-X-c----s\w_5
_y0n� W-4 \Dow-49 GATE w z oW bwin° 0 sR -A, R/o a 0MW-3i5 W03 \
qI -Y "M-Ig Y RA Y
R/w R/W R/W R/R R/". VW R/IN R,01 11 W OW-210 00W-27 \
/ R/W R/W R/W MHR-2ritoR/W R/I R/W R/W Rix-----_R/W R/W R/ITN R/W \
MHR-3D
e
DATE REVISED Prepared By: MAGELLAN TERMINALS HOLDINGS, L.P.
LEGGETTE, BRASHEARS & GRAHAM, INC. CHARLOTTE II TERMINAL
Note: Professional Groundwater and Environmental Services CHARLOTTE, NORTH CAROLINA
Figure adapted from Figure 2-Site Map-Former Northpark Corporate Center
Amoco Terminal No 254,Charlotte,North Carolina, 8 Pine Tree Drive, Suite 250 SITE MAP
AnnualRemediationSvstem.L/onitormgReport-Julvto St. Paul, MN 55112
December2013,URS Corporation,February 27,2014 [phone]
FILE: GTS_CHII_C-02.DWG DATE: MARCH 2016 SHEET: C-02

MECHANICAL PIPING & VALVE ABBREVIATIONS DOUBLE LINE
A J SINGLE LINE FITTING SYMBOLS FITTING SYMBOLS PIPING IDENTIFICATION
ANC ANCHOR JT JOINT CONNECTION TYPE
ATT ACTUATED VALVE DIRECFLOW TION PIPING &._VALVE MATERIAL ABBREVIATIONS
SOLVENT AL ALUMINUM
AWS AIR/WATER SEPARATOR L FITTING FLANGED THREADED CEMENT STREAM DESCRIPTION BCS BLACK CARBON STEEL
B LF LINEAR FEET DR
BFV BUTTERFLY VALVE _,,. �- BR BRASS
M JOINT °-}1-PVL W' BZ BRONZE
BL-FL BLIND FLANGE -{- \\__
CGS COATED GALVANIZED STEEL
BLV BALL VALVE MAIL MATERIAL UNION -.F- �- ;aa PIPE MATERIAL CI CAST IRON
BOP BOTTOM OF PIPE, ELEVATION MH MANHOLE DIAMETER LNE NUMBER CLDI CEMENT UNED DUCTILE CONCRETE
BR BRANCH MJ MECHANICAL JOINT REDUCER/INCREASER tee- -ate - (INCHES) PROCESS CUP CLORINATED POLYVINYL CHLORIDE
BS BELL AND SPIGOT MNPT MALE NOMINAL PIPE THREAD (CONCENTRIC) AD=AIR CPVC CORRUGATED METAL PIPE CONCRETE
}C N CROSS
1 CR-CONDENSATE RETURN CS CARBON STEEL
III" I. DL=oaunoN CSP CORRUGATED STEEL PIPE
t VR-VACUUM RETURN GU COPPER
CC CENTER TO CENTER NEV NEEDLE VALVE TEE �-F+� DI DUCTILE IRON
fL CENTERLINE NPT NOMINAL PIPE THREAD fi '-'1' ELS COAL-TAR EPDXY-LINED STEEL
CLR CLEAR, CLEARANCE
EPS EXTRUDED POLYETHYLENE
CO CLEANOUT 0 TEE, IN/UP .10, --O. -e9Ot FRP FIBERGLASS REINFORCED PLASTIC
CONC CONCRETE OC ON CENTER B CROSSING OVER A A B GS GALVANIZED STEEL
CONN CONNECTION. CONNECT OD OUTSIDE DIAMETER TEE, OUT/DOWN "O" He .9f M HOPE HIGH DENSITY POLYETHYLENE
CONP CONTAINMENT PIPE 45 WYE B PARALLEL UNDER A A Il a PESO HIGH PRESSURE STEEL COATED
CPLG CORRUGATED P T
RR COUPLING POLYVINYL CHLORIDE
CO PEN PENETRATE. PENETRATION 45' WYE, IN/UP - BURIED PIPE
CTR CENTER
PE PLAIN END CAP -I I -3 �3 8 PIPE DIAMETER CHANGE I s RCP REINFORCED CONCRETE PIPE
D PJF PREMOLDED JOINT FILLER I SS STAINLESS STEEL
STL STEEL
PLV PLUG VALVE PLUG -p -1FY
D DRAIN PR PRESSURE },x I�FL, PIPE MATERIAL CHANGE P�clm
DF DOUBLE FLANGED PRR PRESSURE RATING 90' ELBOW Ii r "2 „
DI DUCTILE IRON PRV PRESSURE RELIEF VALVE
DIA DIAMETER ELBOW UP/IN OH. 6H-- Oa-
DIM DIMENSION R
DIV DIAPHRAGM VALVE RAD RADIUS ELBOW DOWN/OUT 0., 0.- DOUBLE LINE
DN DOWN RBR RUBBER HOSE EH--�
DS DOUBLE SPIGOT REBAR REINFORCEMENT BAR FLEXIBLE CONNECTOR ILJ EQUIPMENT SYMBOLS
E RED REDUCER
REINF REINFORCED, REINFORCING
ECC
ECCENTRIC RELOC RELOCATE, RELOCATION
ELEVATION RJ RESTRAINEDJONT
EL VALVE SYMBOLS SIDE VIEW TOP VIEW SIDE VIEW TOP VIEW SIDE VIEW TOP VIEW
ELB ELBOW S
EQL SP EQUALLY SPACED _� I �
EQUIV EQUIVALENT �= IN-LINE PARTICULATE FILTER O HEATER L�
EXST EXISTING 1
S SOLENOID ACTUATED VALVE
SCH SCHEDULE 'Jig
F SDR STANDARD DIMENSION RATIO BALL VALVE -o-o- -INC<II.- 111
SDWK SIDEWALK INLET FILTER SILENCER LJ O r��
CENTRIFUGAL BLOWER
FCO FLOOR CLEANOUT SG SLIDEG BUTTERFLY VALVE « �« -� �- z Hf rB
VALVE
' '7
FD FLOOR DRAIN SLV SLIDE VALVE Nan
FLEX FLEXIBLE SUSP SUSPEND, SUSPENDED CHECK VALVE -z�i. -Iv.- ..I—It a a OUTLET SILENCER K .) O
FNPT FEMALE NOMINAL PIPE THREAD SYMM SYMMETRICAL GATE VALVE -Ida. to- -a>kF
G T GLOBE VALVE ...a. -. DISCHARGE SILENCER Q D Q p C REGENERATIVE BLOWER I I- _
GAV GATE VALVE TAN TANGENT BAG FILTER
GLV GLOBE VALVE THD THREAD SAFETY VALVE ...4., -*a-
GRD GRADE THRU THROUGH SLIDE VALVE I - . -..o- -ate * Z [ii; O
TOS TOP OF SLAB ROTARY LOBE BLOWER V` �/ OO
H TYP TYPICAL SOLENOID VALVEmils Lr�J
HOR HORIZONTAL U j j ^/� 61 B
PRESSURE RELIEF VALVE A A Dal . AIR SAMPLE PORT/ e . ELECTRICAL MOTOR �6 I p
UNF UNFINISHED TTT i COMPRESSION FITTING
ID INSIDE DIAMETER V t PRESSURE GAUGE ® o
IE INVERT ELEVATION VACUUM RELIEF VALVE J.3
INC INCREASER VERT VERTICAL �i 7E G CENTRIFUGAL PUMP �O
V7c
INVT INVERT op
VRV VACUUM RELIEF VALVE VENTURI {C]} { INC}INC} ® eP16�PLGAUGE O g
0 0
NOTES: MAGNEHELIC GAUGE ©
IN GENERAL, EXISTING STRUCTURES, UTILITIES AND FACILITIES ARE NOTED SHALLOW TRAY AIR STRIPPER
AS "EXISTING"AND SHOWN IN LIGHT LINE WEIGHTS, OR ARE SHOWN AS VALVE NOTATION EXPLANATION AIR FLOW METER III I•I
SCREENED BACKGROUND. NEW STRUCTURES ARE SHOWN IN HEAVY LINE �
WEIGHTS. }F WATER FLOW METER "� 0
EXISTING STRUCTURES, UTILITIES AND FACILITIES TO BE ABANDONED ARE WW-XX-YY-ZZ
MARKED WITH DOTS AND STRUCTURES, UTILITIES AND FACILITIES TO BE BACKFLOW METER III L E AIR/WATER SEPARATOR O
REMOVED ARE MARKED WITH z'S. WW = 02 = 2-INCH DIAMETER 1, 0
EXAMPLES 04 = 4-INCH, DIAMETER, ETC. OVERHEAD LIGHT -(Y�
XX = SEE PIPING AND VALVE MATERIAL ABBREV. 5pM �� ?NipEXISTING NEW ABANDONED REMOVED YY = NO = NORMALLY OPEN BOILER DRIN VALVE/ I
NC = NORMALLY CLOSED THERMOSTAT a
I I T, } U. f IT ZZ = FO = FAIL OPEN VAPOR LIQUID SEPARATOR
FC = FAIL CLOSED
FL= FAIL LAST POSITION prrmicsimiTai _ _
EXHAUST FAN AND LOUVER
WW = SIZE !MO
GENERAL NOTES YY= NORMAIL ALPOSITION
ZZ = FAIL POSITION DRUM O
AIR INTAKE LOUVER
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. NOTE:
THIS IS A STANDARD LEGEND.THEREFORE.NOT ALL OF
3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHALL BE THIS INFORMATION MAY BE USED ON THIS PROJECT.
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 ANDNDFITTINGS. DATE, REVISED _ Prepared By: M AG E L LA N TERMINALS HOLDINGS, L.P.
LEGGETTE, BRASHEARS & GRAHAM, INC. CHARLOTTE II TERMINAL
Professional Groundwater and Environmental Services CHARLOTTE, NORTH CAROLINA
Northpark Corporate Center
S Pine Tree Drive, Suite 250 MECHANICAL SYMBOLS & NOTES
St. Paul, MN 55112
[phone] FILE: GTS_CHII_M-01.DWG DATE: MARCH 2016 I SHEET: M-01

„,11111 II,,,,,,
,,,,c'A CAR()"#,,�
TREATED WATER $ (' • Essj•• C/ 'i
DISCHARGE TO 0.'OF O 'L ce
z NPDES OUTFALL : �"9:7
SEAL `.
13'4” H t' ll 041213
BALL VALVE ��i/,z.',GIN.1.;
Q�N��
. J I ,,1�FW P 1 P1411��,,
r
2" scH 40 PVC AIR STRIPPER
BLOWER aktilu '
///y/ AIR STRIPPER O o �1yC
o
0 19_1
/// � " `ELECTRIC HEATER
CARBON FILTERS / C) o—
1" STEEL
t
5'4" DOOR _
2" SCH BO PVC _
I TRANSFER
PUMP /IR INTAKE LOUVER
OIL / WATER SEPARATOR r
Iii: PRODUCT
STORAGE CONTROL PANEL
DRUM
—0,\\,..,...... i.:\)=._;
EXHAUST FAN I
LIQUIDS FROM DOOR
EXISTING SVE
SYSTEM
DATE REVISED Prepared By: MAGELLAN TERMINALS HOLDINGS, L.P.
LEGGETTE, BRASHEARS & GRAHAM, INC. CHARLOTTE II TERMINAL
Professional Groundwater and Environmental Services CHARLOTTE, NORTH CAROLINA
Northpark Corporate Center
8 Pine Tree Drive, Suite 250 EQUIPMENT LAYOUT
St. Paul, MN 55112
[phone] FILE: GTS_CHII_M-02.DWG DATE: MARCH 2016 SHEET: M-02

TYPE, ACTION OR CONTROL
MECHANICAL SYMBOLS PROCESS FLOW DIAGRAM LEGEND INSTRUMENTATION SYMBOLS TRANSDUCERS FLOW STREAM ABBREVIATIONS
—AIR— ATMOSPHERIC AIR
VALVES TANKS & VESSELS El TEMPERATURE DEGREES FAH RENHEIT FLOWN' ALTERNATING CURRENTn I/P WM —GA— COMPRESSED AR AUTO-MANUAL
THREE WAY u 1 - CONCENTRATION PARTS PER MILLION PA SHALL FLUME (wu,nEEMp BEmxO TME-PµorE' —GW— GROUNDWATER
L ....:. ro DIRECT CURRENT
o-� ELBOW UP IN DRUM GAS CYLINDER OPEN TOP VAPOR FLOW STANDARD CUBIC FEET PER MINUTE A ANALOG —PROD— FREE PRODUCT FAR F FORWARD-AUTO-REVERSE
/ WEIR —SV— SOIL-VAPOR
FORWARD-REVERSE
r >GP> WATER FLOW GALLONS PER MINUTE DIGITAL HAND-OFF-AUTO
O ELBOW GOWN/OUT 1 —YAP— VAPOR OR SOIL VAPOR „a HAND-OFF-REMOTE
VJ PRESSURE POUNDS PER SQUARE INCH GAGE L� VOLTAGE
O I FILTER/STRAINER GONE BOTTOM COVERED CONE ROOF ® �I • ORIFICE PLATE F FREQUENCY —W— MUNICIPAL WATER „J HIGH-LOW-OFF
Y-STRAINER O PROCESS NO. I CURRENT —SLOG— TANK-BOTTOM SLUDGE w
F0 in HIGH-LOW-OFT-AUTO
1' b ® F VENTURI FLOW ELEMENT P PNEUMATIC L P
L- LOCAL CONTROL PANEL
�' BALL VALVE PE PULSE FREQUENCY OS LOCKOUT STOP
-0 FLOATING ROOF INTERNAL VESSEL WITH
, , _, , BUTTERFLY VALVE RGAnNG ROOF DISHED HEADS PITO1 STATIC Pp PULSE DURATION La LOCAL-REMOTE
-.1------~ CHECK VALVE u MANUAL
��--t MANUAL-AUTO
do f GATE VALVE g +--►LIB ROTAMETER INSTRUMENT IDENTIFICATION SPECIAL CASES .AP MAN CONTROL PANEL
SAFETY VALVE TRAY COLUMN PACKED COLUMN SPRAY COLUMN
fl(� BURR)E SYMfl01 INSTRUMENT OCATION SYMfl01 OR OFF-AUTO
—0L�Vo— SUDS VALVE ^ F-►g-2 PROPELLER OR TURBINE METER succ °w faS}SFFoc
OPEN-CLOSE
—0— PLUG VALVE I(AriAll — INST EErtEBLs ISA TABU 0 FIELD MOUNTED INSTRUMENT e ON MID OFF EVENT UGHTS �•
DOMED ROOF COLUMN SPHERE OPEN-CLOSE-AUTO
— _ ECCENTRIC PLUG VALVE7-NI Y , ELECTROMAGNETIC FLOW METER C„T„°L mA ON-OFF
�(SEE' Ewigxsj ON-OFF-AUTO
BALL CHECK VALVE OG
PLR ON-OFF-REMOTE
� � ULTRASONIC FLOW METER LSH DDA ux B[R(USED wNXN TNFR[ e PANEL MOUNTED INSTRUMENT a OPENED AND CLOSED POSITION UGHR PLC
-VV NEEDLE VALVE FR all U PROGRAMMABLE LOGIC CONTROLLER
MISC. TREATMENT EQUIPMENT PROEEss „°L
,w, �►((�)\).-) DENSTIY METER E UNn Pa°c[ss gulp L°oPxpEsc,uTl ss RESET
—0VA� SOLENOID VALVE 8 V=J K'o-NUCLEAR
(Z�vu °xs a START-ESOP
BEHIND-THE-PANEL AIQUNTED OPENED AND CLOSED PoSTON SWITCHES
U• INSTRUMENT
,
AIR/WATER SEPARATOR ULTRASONIC
ACTUATING BALL VALVE --� SWIRL FLOW METER LOOP NUMBER
LVxATi An PROCESS
L°„U°FUR NOTES PILOT COLT/TURN CGXT
VACUUM RELIEF VALVE FT (LENT COLOR)
Z—NLJ~j wmEll FLOW METER cn,I
BON„(SEE FRiGT pE MAIN PROCESS
SHALLOW TRAY AIR STRIPPER ®—Wj PIG TO ATMOSPHERE POINT (OPERAMMAAL LOGIIE)O��
PRESSURE RELIEF VALVE e EQUIPMENT TAG NUMBERS LINE LEGEND
VENT TO
PROGRAMMABLE LOGIC LET IT NUMBER ———A— w OG�xu PROCESS
BALL VALVE WITH CORD GRIPa (OPERATOR NACCESSIBL� (oSaBpCEss m,MBERs)
I j STRAGHTENING LE
`ram -
® R W(On/OFF)
FILTERS & SILENCERS ISBPOSITIVE DISPLACEMENT METER COMPUTER FUNCTION CCNM NI AT N u AUXILIARY LOCATION usE(sEE B[LOw)
VALVES. SPECIAL DUTY I-►I 4 H MECHANICAL EQUIPMENT
o— sormARE°R DA,LINK
��I 8TURBINE METER
— CHECK,SWING GATE xl l l CARTRIDGE FILTER Qp OPERATOR IN ERF CE DISPLAY INDICATOR i FILTER v A NR/RATER SEPARATOR �� NON-CONNECTING LIES
IIIVJJJ ^II F11--1 SELF-AVERAGING PROT TUBE .1 (OPERATOR INACCESSIBLE) - VALVE
�5,i.— CHECK.SPRING I FILTER PRESS 1t CONNECTING LINES
NV
HAND VALVE
• CONTROL ELECTRIC-PNEUMATIC LEI iO♦1 LIQUID FLOW METER s-SILENCER
(A)
L+L�J( VIBRATING SCREEN INTERFACE SYMBOLS
J) CONTROL.PNEUMATIC-ELECTRIC BELT CONVEYOR -♦ .}-7 VENTLNUry FLOW METER fss wTEixxE NAGHN INTERFACE pF SIG,uIs aEPa([NHEiEojM�R
PR
SURE
TI EXTERNAL PR CONTAINED RE SCREW CONVEYOR v ERA SHUT ERuBER NTl
WEIGH BELT CONVEYOR
INTERFACE
_mil PRESSURE REDUCING, INTERFACE LErtER x.c«SHEET NURSER
VGI EXTERNAL PRESSURE
• PRESS REDUCING. ; BAG ELTER INSTRUMENT SOCIETY OF AMERICA (ISA) TABLE
NWTIH� PRESSURE & TEMPERATURE
DQ QUICK OPENING FIRST LETTER(S) SUCCEEDING LETTERS
GAUGE WITH COCK(RANGE AS INDICATED) MEASURED OR READOUT OR
VALVE NOTATION EXPLANATION IN-UNE PARTICULATE FILTER LETTER INITIATING VARIABLE MODIFIER PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER
THERMOMETER • ANALYSIS(+) ALARM
nINLET FILTER SILENCER ElBURNER,COMBUSTION USERS CHOICE(+) USERS CHOICE(A) USERS CHOKE(+)
WW-X%-W-II LEVEL C CONDUCiMTY CONTROL
WW•02>•2-INCH DIAMETER ' ) OUTLET SILENCER - D OENSITY DIFFERENTIAL
Oa•A-INCH,DIAMETER.ETC. E VOLTAGE SENSOR(PRIMARY ELEMENT
00 AND PIPING O VALVE MATERIAL ABBREV. p ' D DISCHARGE SILENCER J LEVEL(BUBBLE TUBE) F FLOW RATE RATIO
VT•NO:NORMALLY OPEN G GWGE GLOSS
NC.NORIALLY CLOSED _
SIZE NANO(WNUAL) GAO HIGH
W,). LEVEL(BOAT) CURRENTW ICATOR
ZZ-FO-FAIL OPEN XX•MATERIAL POWER
SCAN
FC.FAIL CLOSED NORMAL POSTTOA T� X TIME OR SCHEDULE CHANCE RATE
CONTROL STATOR
R•FAIL UST POSITION ZZ•FAL POSITRON NOTE, XX = LEVEL(ULTRASONIC) LEVEL LIGHT(PILOT) LOW
AS ADJUSTABLE SPEED M MOTION MIDDLE
CS-1 CONSTANT SPEED(SINGLE USERS CHOICE(+) USERS CHOICE(+) USERS CHOICE(+) USERS CHOICE(A)
CSE ZD)CONSTANT SPEED(TWO ® SIGHT GLASS 0 USERS CHOICE(+) ORIFICE.RESTRICTION
PUMPS. BLOWERS & MOTORS SPEED) P PRESSURE(OR VACUUM) POINT(TEST CONNECTION)PORT
O QUANTITY INTEGRATE INTEGRATE
gi.. CENTRIFUGAL PUMP R RADIATION RELEIF RECORD DR PRINT
5 SPEED OR FREQUENCY SAFETY SWITCH
VERTICAL PUMP PIPING SINGLE LINE FITTING SYMBOLS T TEMPERATURE TRANSMIT
U MULINARIABLE(+) MULTIFUNCTION(A) MULTIFUNCTION(+) MULTIFUNCTION(+)
POSnIVE OISPLALEMENr OR PIPING MATERIAL ABBREVIATIONS CONNECTION TYPE V VIBRATION VALVE OR WIPER
.. PUMP
PUMP PIPE MATERIAL SOLVENT W WEIGHT DR FORCE WELL
�' ELBOW P (RANCHMETER PIPE WALL AL ALUMINUMCA FETING FLANGED THREADED CEMENT Y RELIASSInE
(RNCHES)� �_ UNCLASSIFIED(a) UNCLASSIFIED(+) O PU UNCLASSIFIED(+)
ROTARY VANE OR SCREW THICKNESS RCS BLACKTE CARBON STEEL EVENT OR STATE RELAY OR COMPUTE(+)
" PUMPS AND cOMPREssORs CGS COATED GALVANIZED STEEL JOINT + �- z POSITION,QIMENSON DRIVE,ACTUATE OR
2,. ISE CI CAST IRON UNION 0- ear UNCLASSIFIED ENT
FAN BLOWER ° CLDI CEMENT LINED DUCTILE IRON CONTROL ELEMENT
CPVC CLORINATED POLYVINYL CHLORIDE REOUCEyZ)REASER OE.
CMP CORRUGATED METAL PIPE (CONCENTRIC) WHEN USED.EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL. SEE ABBREVIATIONS
,, LIQUID RING PUMP `STREAM DESCRIPTION } { (+)
Raw CS CARBON STEEL CROSS «it-I' 4'DE WAR LISP CORRUGATED STEEL PIPE
RECIPROCATNG COMPRESSOR CU COPPER TEE TYPICAL LETTER SYMBOLS USED FOR IDENTIFYING
(VERTICA) B CROSSING OVER A DI DUCTILE IRON T INSTRUMENTS & INSTRUMENT COMPONENTS
B PARALLEL UNDER A ELS COAL-TAR EPDXY-LINED STEEL TEE.IN/UP .�. .p+. HwS.
��11,, RECIPROGTING COMPRESSOR EPS EXTRUDED POLYETHYLENE
mil, (HOIQZONTAL) FOP FIBERGLASS REINFORCED PLASTIC TEE.OMIT/DOWN ..e. Leo +ems UPPER MEASURING DEVICES CONTROLLING DEVICES ALARM RECEIVERS
HIDDEN PIPE ------ G GALVANIZED STEEL CASE USER'S CHOICE ASSIGNMENTS CONTROL
EJECTOR PERFORATED PIPE HOPE HIGH DENSITY POLYETHYLENE AS'WAVE LETTERS PRIMARY INDICATING INDICATING VALVES SWITCH
�' HPSC HIGH PRESSURE STEEL COATED AR GATE.IN/UP +CTTt VARIABLE ELEMENT RECORDING INDICATING TRANSMITTER RECORDING INDICATING BLIND HIGH LOW
I-I PIPE DUTAEIER CHANGE 'I2 PE POLYETHYLENE jl B SECOND POSITION NOT USED ANALYZERS AE AR AlAT ARC NC AC AAH ML ACV AS
`T y CHEMICAL FEED PUMP PR PRESSURE RATING ECOND POSITION NOT USED i CAL CCv�J_' PIPE MATERIAL CHANGE P.<Isl PLUG y FIRST&SECOND POSITION NOT USED CONDUCTIVITY CE CR CI CT CRC CIL CC GAM CS
PVC POLYVINYL CHLORIDE FIRST POSITION NOT USED ROW FE FR N _ FT FRC EC FC FAH FAL FCV FS
RCP REINFORCED CONCRETE PIPE r-x Y FIRST POSITION NOT USED
® INLINE MIXER BC ELBOW 3 1+ LEVEL LE lR LI LT LFG Le LC LW LAL LLV LS
SCH SCHEDULE
SDR STANDARD DIMENSION RATIO ELBOW UP/IN (D. O+- PO PRESSURE PE PR PI PT PRC PIC PC PAH PAL P. PS
❑u , ELECTRIC MOTOR SS STAINLESS STEEL ELBOW DOWN/OUT ONE Qa- Oa PRESSURE
SSL STALL DIFFERENT
SUMIAL POE POR P01 POT PDRC POIC POC PWX PDAL PpCV POS
RDCBLE CONNECTOR rn.N SPEED SE SR SI St SRC SIC SG SAH St SCV SS
• REGENERATIVE BLOWER
•'
0)11.. NOTES:
. 1 ROTARY LOBE BLOWER
I •, THIS ISA STANDARD LEGEND.THEREFORE NOT AIL OF
THIS INFORMATION MAY BE USED ON THS PROJECT.
CI POSITIVE DISPLACEMENT AIR BLOWER
DATE REVISED Prepared By: MAGELLAN TERMINALS HOLDINGS, L.P.
LEGGETTE, BRASHEARS & GRAHAM, INC. CHARLOTTE II TERMINAL
Professional Groundwater and Environmental Services CHARLOTTE, NORTH CAROLINA
Northpark Corporate Center
8 Pine Tree Drive, Suite 250 PROCESS SYMBOLS & NOTES
St. Paul, MN 55112
[phone] FILE: GTS_CHII_P-01.DWG DATE: MARCH 2016 I SHEET: P-01

1
Existing Remediation Building
1 /- to Air Treatment ttttttttitttttt
Vapor ►c. `%.ttt N CAF% ? ,,,
1 �— `" -
JVapor Lipuids I I• 0 SVE Blower I .Q 9r
. SEAL 1 0
;g.i 041213 Y
.,h,r.'�.�.'GINEE.. Q'`,.
.��1Sf l t tt`
I ° Liquids A SVE 1- g a tittw le
Wells I Transfer Pump I
Knockout Drum I
I JI
I
Air to
Atmosphere
I
Product I
I
I
OilANaMr �f
Separator >KX ) X)<
�, vvv<�v
Drum with
\ / Overpack
I
? Flow
Meter
` �� Discharge to
l!1"_(,J— —`rIJ r NPDES Outfal
eo oa Transfer Pump
Transfer Pump 111• o
®° e
0
Mr
Stripper
I F
Air ]I J I
Blower I-J
y Optional Carbon Vessels I
Proposed Groundwater Treatment Skid
DATE REVISED Prepared By: MAGELLAN TERMINALS HOLDINGS, L.P.
LEGGETTE, BRASHEARS & GRAHAM, INC. CHARLOTTE II TERMINAL
Professional Groundwater and Environmental Services CHARLOTTE, NORTH CAROLINA
Northpark Corporate Center
8 Pine Tree Drive, Suite 250 PROCESS FLOW DIAGRAM
St. Paul, MN 55112
[phone] FILE: GTS_CHII_P-02.DWG DATE: MARCH 2016 SHEET: P-02

15'10" 10" i
1 Lb T
EXHAUST FAN WITH.11 \
LOUVER�=A
5'4"
I �I��GROUNDWATER 56"
I
•••••❖••• 15" .•A �44
�'.'`�'A CA Ro a,,,
ELEVATION A ELEVATION B �.�oeAz-oFEssioti/2
SEAL
S.g.t.. 041213 Y
Aaw 'htetkA
5',0" I L. 7'10"
GROUNDWATER Q CONTROL
DISCHARGE PIPE PANEL
7'6"
I III
•ii"�
s i4.0ii•i• %i v Ji
ELEVATION C ELEVATION D
DATE REVISED Prepared By: MAGELLAN TERMINALS HOLDINGS, L.P.
LEGGETTE, BRASHEARS & GRAHAM, INC. CHARLOTTE II TERMINAL
Professional Groundwater and Environmental Services CHARLOTTE, NORTH CAROLINA
Northpark Corporate Center
S Pine Tree Drive, Suite 250 TRAILER ELEVATIONS
St. Paul, MN 55112
[phone] FILE: GTS_CHII_S-01.DWG DATE: MARCH 2016 1 SHEET: S-01

IF 15'10" 7 10
EXHAUST FAN WITH/�� <-1
LOUVER mk ipm
�- 5.4..
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uGi Z
li
1L
J �I��
O
GROUNDWATER Q Z 5'6"
7.6" INLET PIPE o
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I ♦ ♦:♦O ♦=
________________________________ ```,111111111I/1/j�,
ELEVATION A ELEVATION B %�`� FARO '%
,�oQ;oFE"ssio�/2's
�i¢ <
SEAL �9
vI 041213 Y
Z�j
i,/ GINE...•.'P
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15.10- 1 I- _ 7'10„
GROUNDWATER ankh CONTROL
DISCHARGE PIPE PANEL
... ....H
i♦i�i
/
ELEVATION C ELEVATION D
DATE REVISED - Prepared By: MAGELLAN TERMINALS HOLDINGS, L.P.
LEGGETTE, BRASHEARS & GRAHAM, INC. CHARLOTTE II TERMINAL
Professional Groundwater and Environmental Services CHARLOTTE, NORTH CAROLINA
Northpark Corporate Center
B Pine Tree Drive, Suite 250 TRAILER ELEVATIONS
St. Paul, MN 55112
- [phone] FILE: GTS_CHII_S-01.DWG I DATE: MARCH 2016 'SHEET: S-0/

` WIRING DIAGRAM TYPES OF TIME DELAY pUN
e'lli. 6/d�d� CONTACTS&OPERAnoN
/ /1� LOCAL PIJJ0. OTHER
CIRCUIT BREAKER,THERMAL COIL,OPERATING
V PROBE HP q
0 n� CLOSES AMER DELAY ON v.
�- WIRE CROSSING.NO CONNEC ION (- CAPACITOR A CLOSEENEROD ON ]' e` -GU 2 BUTTON START/STOP SWROH LJ METERING FACIUnES
O�-0 LIMIT SWITCH,MAINTAINED �o- RE-OPENS ASTER DELAYS ® LIGHTTS • 1].B NG PADMWNT TRANSFORMER
OAaO + `MITES CONNECTED FEMALE -� DIODE ON DE-ENER01TON ® ® R LIGHTING PANEL
LIMIT SWITCH,NORMALLY OPEN - GROUND CONNECTION - PLUG AND RECEPTACLE �-(� © SELECTOR ® POWER PANEL
MOTOR CONTROL CENTER
tI A DN ENERDIZATMNLAY ® w® 1I"'I 2 BUTTON START/STOP UT SWITCH _
0-.0 LIMIT SWITCH.NORMALLY CLOSED O AMMETER NO CONNECTION OPENS ON ENERGIUTICN ®- 2 BUTTON START/STOP SWITCH WAIN•ON•UGNT T TELEPHONE CONDUIT ONLY I IN.UNLESS
® OTHERWISE NOTED
•
�, RE-CLOSED AFTER MAY y FLUORESCENT LIGHTING FIXTURE
LIMIT SYIITCN,HELP OPEN Ot NEATER ON OE-ENEROUTON O THERMOSTAT
V VOLTMETER 2 BUTTON START/STOP SWITCH WITH•ON•8"OFF"LIGHT
0d0 LIMIT SWITCH,HELD CLOSED WATT METER POTENTIOMETER PRESSURE OPERATED FLOAT i Eil CO HORN
CW)O L\ SWRUHFG SWITf.NFS I(!� MOLT OUTLET A55E4BLv �i INDEX TO NOTE 1"SEE NOTE I"
O� LIMIT SWITCH,NEUTRAL POSITION CC MOTOR OR GENERATOR ARMATURE
�0 HEAVY DUTY SELECTOR ® Y)
'"� TELEPHONE RECEPTACLE(OUTLET BOX ONLY)
/YVY� DC MOTOR OR GENEMiOR SHUNT FIELD O O CENTER-OFF THREE POSITION nstn OPEN RUSH IN FLOOR
CLOSES ON RISNC &ALL ELMS
FOOT SWITCH,NORMALLY OPEN M TELEPHONE RECEPTACLE(OUTLET BOX ONO
DC MOTOR OR GENERATOR SERIES FIELD Qi0 HEAVY DUTY SELECTOR GENERAL CONTROL OR WIRING DEICE.NEW 1 -e El 120 V SINGLE RECEPTACLE,NE.
TWO POSITION NORMALLY CLOSED JOOREl ENCLOSURE UNLESS INDICATED OTHERWISE.LETTER COMFIGUNAMN 5-20
�O FOOT SWATCH,NORMALLY CLOSED lYt DC MOTOR OR GENERATOR COMMUNICATOR 0 0 OPENS ON RISING ,,o,{ro SYMBOLS OR ABBREVATKMIS INDICATE TYPE OF DEVICE.
(INTERPOLE)FIELD �^'�� 0 120 V DUPLE,RECEPTACLE.NEMO
n 1.. we PUSH-BUTTON STATION,NEMA 1 ENCLOSURE UNLESS counsuRAnou 5-20
PUSH BUTTON,DOUBLE CIRCUIT C THERMOSTAT(COOLING TYPE) E INDICATED OTHER'MSE (AMANDA&A ENCLOSURE)SEE
O O t THREE-PHASE SYNCHRONOUS MOTOR OR
GENERATOR CONTROL DIAGRAMS FOR TYPE PUSH BUTTON REQUIRED. -CD ED 240 V DUPLEX RECEPTACLE,NEW
C CONFIGURATION 6-20
�T� ,�I NONFUSED DISCONNECT SO OTH,SIZE INDICATED,
O I no PUSH BUTTON,MUSHROOM HEAD 1 P THERMOSTAT(HEATING TYPE) I!0 ADDRESS DEFINITION 7DLF 3 POLE UNLESS INDICATED 011NERW5E.NEW 1 8 COMBINATION DUPLE%RECEPTACLE.ARENA
•
U THREE-PHASE SOLRRREL-CAGE MOTOR +INPUT DEVICE ENCLOSURE YJP.WUTIERPgppF(NEW SR) CONFIGURATKINS 5-20 AND LS-20
0 SNAP ACTOR LAN.UMR,ETC.SWITCH O OUTPUT DEVICE MODIAE GROUP(0-32) FUSED DISCONNECT SWITCH,SIZE INDICTED
O d �F'—F—ADDRESS N0 (00-0I,10-1 T) (60I40.BO+SW'ITCN RATING.IO+FUSE MTNG) -0 ® SINGLE SPECK-PURPOSE RECEPTACLE,ASTER.
O I I PUSH BUTTON,MAINTAINED -� SWITCH,SINGLE-POLE,SINGLE-THROW (NURTURED POSITION) � ' I O.pl 3 POLE UNLESS INDICATED OTHERWISE,NEW t INDICATES NUMBER.SUCH AS AYPFpys TO
L, Io ENCLOSURE.W+WUTHERPRDDF(NEW]R) DIFFERENTIATE BETWEEN TWO OR MORE DIFFERENT
��-, CURRENT TRANSFORMER .fib- SNAP G RETURN)
CAM,UMR,ETC.SWITCH X % %% TYPES.120 OR 240 V.A.C.
II����/\� (SPRING RETURN) 2 0 CONTACTOR.UNLESS I.NEW SIZE INDICATED,NEW 1
Ce WALL CLOCK II II INDIRECTLY HEATED CATHODE p NOTE: ENCLOSURE,UNLESS INDICATED OTHERWISE -® SINGLE SPECML PURPOSE RECEPTACLE 480 VAC.
q> JUNLIKN BOX I I' T FLOW SWITCH MOLL WIRE MARKERS ON EACH WIRE AT EVERY POINT BASED ON 317E1 UGHnNG CONTACTOR,CURRENT RATING INDICATED,
E PULL BOX INTERNAL PANEL WRING SS TERM.I/ ADDRESS SNUMBERS AS TH 1ST CHOUCE, NEW 1 ENCLOSURE UNLESSF INDICATEDNUMBER OTHERWISE.POLE
--E^j}- 5 KV DRAWOUT POWER CIRCUIT BREAKER --- 0 NEC CONTROL ETC NO FOR OICOF POLES
HELD WIRING TOGGLE SWITCH LCRIEH-OFF (6)TER NL Bt)) STARTERCLOSE MAGNETIC NEW WED NOD NEW t
(B)TERMINAL BLOCK BLATHERS AS THE 2ND CHOICE. 2® ENCLOSURE UNLESS INDICATED OTHERWISE.
-ED-.- 5 KV CUSS FUSED SWITCH 0 TERMINAL IN PLC I/O CABARET RUMPLE(T100-17) SEE CONTROL DIAGRAM
el A-C CIRCUIT BREAKER 0 TERMINAL IN ETAS CABINET
OJ1l NORMALLY CLOSED PUSH BUTTON.
,,__,,II CdMBINATON(FUSE OR CIRCUIT BREAKER AS INDICATED)MOMENTARY OPEN 2 IEy C SIZE INMATE°,
NELAA IENCLOSURE UNLESS INDICATED OTHERWISE.
CD A-C HARE OVERCURRENT RELAY v TERMINAL IN HELD O 0 NORMALLY OPEN PUSH BUTTON. SEE CONTROL DIAGRAI.
e UNEERVOLTAGE RELAY O TERMINAL IN MEG w MOMENTARY CLOSE
Tr'
H Hr CHECK VALVE SWITCH ELECTRICAL A@BREVIATIDN$
I L I TIME DELAY CONTACT,NORMALLY OPEN 3 PLUG TU FLOAT TYPE UGUID LEVEL SWITCH. A AMMETER.AMPERE FDR FEEDER YA
9 RECEPTACLE IIALVNETIC CONTACTOR COIL SA STATUS ANNUNCATOR
CLOSING ON RISING LEVEL
`.�L�� `�� TIME DELAY CONTACT,NORMALLY CLOSED M ALARM AINUNCARE F.N FUSE W MAUA, SCH SCHEDULE
TCR. TOR. U RELAY ov FLOAT TYPE UOUID LEVEL SWITCH, AL ALTERNATING CURRENT ET ROW INDICATOR MAN MANUAL SC SPEED CONTROL
OPENING ON RISING LEVEL A/C AIR CONDITION. FLEX FLEXIBLE NAG MAGNETIC SCR SILICON-CONTROLLED RECTIFIER
L• LOGIC ELEMENT:IF A AND NOT B THEN C ACU AIR CONDITIONING UNIT FLIT FLOOR MAX MAM4UY NEC SECONDARY,SECONDS
O LAMPS.PUSH TO TEST.DENOTE LENS COLOR _floho SOLENOID VALVE AMPERE FRAME FLUOR FLUORESCENT ACM WIN CIRCUIT BREAKER SECT SECTOR
LETTERBY AFF ABOVE FINISHED FLOOR M FLOW METER 02C4 MOTOR CIRCULAR
CONTRA CENTER SEL SW SELECTOR SWITCH
_q{")L. LOGIC ELEMENT IF A OR B THEN C 0 AY L AMPLIFIER FREO FREQUENCY NCC THOUSAND CIRCULAR MILS SEQ SEQUENCE
JN{ J APPR APPROVED FS FLOAT SWITCH IAD MOTORIZED DOWER SH SPACE HEATER,SHEET
AS AMMETER SWITCH,AMPERE SENSOR FT FLOW TRANSMITTER.FOOT OR FEET MERE MERCURY VAPOR SOLD SHIELDED
�n]R'EWIo-AI 3� VdCE C044UNXATION POINT BELL AT
AR UNIT FUR FURNACE 4N MAGNETIC FLOW METER SIC SIGNAL
oloA2 LplR:LI SELECION ATTACH l A AMPERE TRIP FLAT FUTURE API MAN,OLE S/N START CONTACTOR COIL
OdILIOO (y©�� ,I SEAL WATER SET(N0.x SEALING FLUID) T ELECTRICAL CONNECTION ATC AUTOMATE MROwOVER CONTROL FNJq FULL WLTAGE NON-REVERSING MINUTES,MINIMUM ISM SOUR NEUTRAL
1 ATS AUTOMATIC TRANSFER SMTON FNI FULL VOLTAGE REVERSING NO MOTOR OPERATOR SPO SPEED
��© CUR AUTOMATIC VOLTAGE REGULATOR FRAM FORWARD Nov MOTOR OKRATFO wLVE SPECS SPECIFICATIONS
O O 2 FLUSHING CONNECTION(NO.X+FLUSHING FLUID) AR ASS. RELAY MS YN STARTER SP HTR SPACE HEATER
'I MIJNTAINED CONTACT PUSH BUTTON
INNUN ANNUNCIATOR MT,LRC MOUNT,MOUNTED SUBSTATION
I I RUSHING CONNECTION PERYNENILY CONNECTED: -O AUTO AUTOWTC G MYR MOTOR 5/S START/STOP
^( MOTOR x0 I-4-� (N0.X+RUSHING FLUID) LR➢�1G GREEN,GROUND My MERCURY VAPOR SST STAINLESS STEEL
V GALL GALLANT 5TA STATION
Amu CA) MISCELLANEOUS ELECTRICAL DRIVE UNIT B CN.V GALVAMZ R N Ssr
TD STWWMRDL TRIP TIMER,SHUNT TRIP
TRANSFORMER
Ibb Ob 0080 D1 B BELL OR BUZZER CEN GENERATOR
C e GATT BATTERY GET
CFR
ROUND FAULT RELAY
GROUND NA NEUTRAL 511 STEEL
OVERLOAD RELAY ADJUSTABLE TRIER BBL BUBBLER GLAD GROUND FAULT RELAY NON-AROMATIC SIR STARTER
J7��// r , BC BREAKERBARE COPPER N/A NOT APPLICABLE SV SOLENOID VALVE
///'''��� L�1 BKR NC NORMALLY CLOSED 5SW0 SWITCH
T M MOTOR DRNEN TIMER L Y-N DUPLEX RECEPTACLE BR BSLACKLYUILDING H NEW NOTISNATIONAL ELECTRIC MANUFACTURERS ASSOCIATION NOB SWATCH GEAR
SWITCHBELL BUZZER "99GI01 DD�� HMC
NITS NOT N TCONTRACT
IS SE TON SYMMETRICAL
HIGH SPEED,HORN OR HOWLER
L J HN H E NO NORMALLY OPEN,NUMBER SYS SYSTEM
-d1� PUSH BUTTON,NORMALLY OPEN -CD-
T THERMAL TIMER O C{ C HID HIGH INTENSITY DISCHARGE NP NAMEPLATE
GB GARNET,CONTACTOR HLL CH LOUD LEVEL SWITCH NT5 NOT TO SCALE
HOA HAND-OFF-AUTOMATIC
PUSH BUTTON,NORMALLY CLOSED T E ELECTRONIC TIMER AC AC FULL WAVE RECTIFIER HPS HIGHHTR PRESSURE SODIUM
CAR CARBONT
T THERMOSTAT.TIMER
�_ CB CIRCUIT BREAKER HV HIGH VOLTAGE EATER O TERMACH TACHOMETER
CC CONTROL CABLE,CENTER TO CENTER IRA; HEATING,VENTILATING&AM CONDITIONING OC ON CENTER TERM TERMINAL OR TERMINATION
o- SELECTOR SWITCH TP PNEUMATIC AMEN DC- LLC COAGULANT CONTROL CENTER NZ HERB OCR OVEIRCURRENT gELAr TERM VP TERMINAL STRIP
COLOR CHLORINE,CHLORINATON OCB OR CIRCUIT BREAKER f0 TERMINAL BOARD
LOGIC ELEMENT: CKT CIRCUIT OL OVERLOAD RELAY TC TELEMETRY CABINET.MAE CLOSED OR TRIP COL
F A NO B TIER C CO CURRENT LIMITING LASES 0/0 ON/OFF ID 'TEMPERATURE DETECTOR RELAY
-o-�O SELECTOR SWTILH,I,WNTNNEO -0- SFNSITNE RELAY I CNTR COUNTER 00 OVERALL TOR TIME DELAY RELAY
CO CONDOR ONLY C INTERRUPTING CAPACITY,RAM SYLI
LOGIC ELEMENT: COC CHANGEOVER CONTACTOR &C INSTRUMENTATION 8 CONTROL
TEL 'TELEPHONE
�Y� INDICATING LIGHT LR LOAD RELAY •®L IF A AND NOT B THEN C COIMP COMPRESSOR NDAND AND INCANDESCENT
ENT P TEMP TERP�EHRANIURE COMPANY
C04PR COMPRESSOR LAST INSTANTANEOUS.INSTRUMENT 0 PHASE TUB TERMINAL JUNCTION BOX
LOGIC ELEMENT: CONPT COMPARTMENT TO TIME OPEN
INDICATING LIGHT,PUSH TO TEST RA R A DR B THEN C CONIC CONCRETE NSTU'D INSTALLED PABx PRIVATE AROWTC BRANCH EXCHANGE TRANS 'TRANSFORMER
_.)a,_
Y:AWMBER,B+BLUE G+GREEN, C R CONTROL RELAYCONED
R+RED,W=WIRE CINTR CONTROL D SC INSTANTANEOUS SHORT CIRLIM CURRENT GC PHOTOCELL P�H BOON
�\ MAGNET COIL N� i.„.. MEMORY ELEMENT PCP PLANT CONTROL PANEL ESP TWISTED TS TEMPERATURE SWITCH,TIME SWITCH
V -0- MOTOR STARTER COIL �-ILJ CP CONTROL PANEL PF TSpT TRANSFORMER SUDDEN
PRESSURE TRIP
S-SET,R-RESET CPT CONTROL POWER TRANSFORMER POWER ACTOR TSPA SUDDEN PRESSURE ALARM
CR CONTROL RELAY DIN PHASE FAILURE RELAY ,� TYPICAL
METER ❑ N FLOSS-THE-CANE NON-REVERSING CSS COATED RIGID STEEL CONDOR J.J-BOX JUNCTION BOX L PILL TTC TELEPHONE TERM CABINET
EMA SIZE 2 MAGNEM STARTER CS CONTROL STATION OR CONTROL SWITCH PNLBD PANEIBOARO T&TEC TRMIDAD&TOBAGO ELECTRICITY COMMISSION
ll CONTROL DEVICE C CONTACTOR COIL
POT POSMON
V %:4+YOTpt STNITER COIL NEIAA$IZEA MAGNETIC STARTER: CURRENTCT TRANSFORMER POT POTENTIOMETER TO TAP CHANGE IND.CATOR
S.SOIENDIO COIL V PW-PARR WINDING.Yp-WYE DELTA LU CENTECOPPER K PRI PRIMARY TM TAP CHANGE INCOMPLETE AURA.
C+RELAY COIL W R-REVERSING N KEY INTERLOCK PS PRESSURE SWITCH
T+TIMER _L DIGITAL OR SWITCHING GROUND NEW SIZE A MAGNETIC STARER: kV KILOVOLT PT POTENTIAL TRANSFORMER
O+TME DELAY RELAY EMI RV-REDUCED VOLTAGE AUTO TRANSFORMER D WA KILO VOLT-AMPERE PVC POLYNNYL CHLORIDE CONDUIT U
DEB DIRECT EARTH BURIED INN KILOVOLT AMPERE REACRYE P4R PHASE MONITOR RELAY UG UNDERGROUND
MISC.EQUIPMENT SIGNAL OR ANALOG GROUND MOLDED CASE CIRCUIT BRFN(ER,J POLE UNLESS DC DIRECT CURRENT kW KILOWATTS PSG POWER SWITCH()EAR UM UNIT HEATER(GAS FIRED)
50 OTHERWISE NOTED:SOA.-TRIP RATING IN AMPERES DISC DISCONNECT PW PART WINDING LINO UNLESS NOTED OTHERWISE
Q�S GROUND SENSOR OVERLURRENT REUY DINT DISTRIBUTION vvJR POWER USO UNLESS SHOWN(SPECIFIED)OTHERWISE
� L IIVR UNDER WLTAGE RELAY
TIME SETTING ND RLKUP INDICATED TRANSFORMER,DETAILS AS NOTED WITH GROUNDED ON PASTOR
MA V SECONDARY NA-NON AUTOMATIC DR ORNE
ROTARY AMMETER SWITCH /// CHASSIS OR EARTH GROUND DS DISCONNECT SWITCH L LIGHTING CONTRACTOR,LOW SPEED R
© LA LIGHTNING ARRESTER R RED,RUN V
CONTROL RELAY OR COIL D. DRAWING
© ROTARY VOLTMETER SWITCH - INTERLOCKED COMPONENTS 0
T2 LAMP N0.1,TIME DECAY RELAY I LOP LOCAL CONTROL PANEL HECEPT RECEPTACLE V VOLTMETER,VOLT,VOLTAGE
NI PUMP NO 2.GENERAL PURPOSE RELAY N0.1 LL LOWER LEVEL RED'D REQUIRED VN. VALVE
(�, CUSTOMERS WIRING A CR1 CONTROL RLAY IN STARTER N0.1 E LLOS LOCKOUT STOP REV REVERSE W VAPOR PROOF
Eh." AC.AMMETER-SCALE INDICATED ��F/a� MA SINTER NO.MAN COIL E EMPTY RM REMOTE MULTIPLEXER,ROOM,RUN CONTACTOR COIL VS VOLTMETER SWITCH
I::.l LIGHT-LETTER Q L/R LOCAL/REMOTE R45 ROUT MEN SQUARE VSC VARMBLE SPEED CONTROLLER
y A.C.vDDlYETER-SCALE INDICATED DESIGNATES COLOR ELECTRODE FITTING WITH ELECTRODES ECP ENVIRONMENTAL CONTROL PANEL l5 LEVEL SWRCD,LIMIT SWITCH RS RIGID STEEL CONDUIT WO VARIABLE FREQUENCY DRIVE
R-RED ECU ENVNONY CONTROL UNIT LTC LARD TN CRINGER RTU REMOTE TERWNML UNIT
C-GREEN -O MANUAL MOTOR STARTER MTN OVERLOAD PROTECTION 6 IXNAUST FAN LT FLEX UWID TIGHT FLEX CONDUIT RVN REDUCED VOLTAGE NON-REVERSING
41. VARMBLE SPEED CONTROL A-AMBER a ELECTRICEFRUNT HEATER LTC LIGHTING RVWR REDUCED VOLTAGE REVERSING W
w-WHITE m RESISTOR(FIXED) LT LIGHT W WATT
v-YELLOW REM ELEMENTARY L75 LIGHTS BID WATT-HOUR DEMAND METER
OS SOLENOID VAVE B-BLUE RESISTOR(CONnNOIU5Lv ADJUSTABLE) EENG EL ELEVATION
ME T M. LEVEL WP WEATHERPROOF
® PUSH-TO-TEST INDICATING UGH, DACLR ENCLOSURE GENCY LV LOW VOLTAGE V/T WATERTIGHT
DIFFERENTLY.TRANSFORMER PROTECTION EP IXPLOSION PROOF WTA WINDING TEMPERATURE ALARM
-LLTUV FIXED RESISTOR E ELAPSED TIMER SOUP EQUIPMENT
® NEUTRAL AC TIME OVERCURRENT RELAY y �ITWO POSITION SELECTOR SWITCH: pEN ELAPSEDT TIME METER X
BAINT/VY� ADJUSTABLE RESISTOR A-OIMTE..LI-MANUAL.
-OFT R-REMOTE,L-LOCAL. on EXISTING
EREWON XNLRR TWNSSORTERR
- 11IIIF-- BATTERY ` XP IXPLOSION PROOF
--II-- CAPACITOR b b b y THREE POSITION SELECTOR SUITED:(SAME AS ABOVE)
CIRCUIT BREAKER ✓ SINGLE POLE TOGGLE SWITCH CON-OFF'ETC.) NOTE:
n_ CIRCUIT BREAKER,AR,SINGLE-POLE V 9 9 THIS SCHEDULE TO BE USED FOR
THREE POSITION SPRING RETURN-TO-CENTER ELECTRICAL SHEET ABBREVIATIONS ONLY.
e MOMENTARY CONTACT SNATCH("LATCH-UNLATCH',
CIRCUIT BREAKER.OIL.MREE-PoLE N.p 1-N,�Ik RELAY CONTACTS •ON-OFF',ETC.)
J Y Y Y 1--- COL NONMAGNETIC CORE -0-
TM RUNNING TIME METER
__J9RCL COIL MAGNETIC CORE DATE REVISED Prepared By: MACE L LA N TERMINALS HOLDINGS, L.P.
-0- MOTOR •
®/ RUSE LEGGETTE, BRASHEARS & GRAHAM, INC. CHARLOTTE II TERMINAL
NOTES: Professional Groundwater and Environmental Services CHARLOTTE, NORTH CAROLINA
Northpark Corporate Center
THIS IS A STANDARD LEGEND,THEREFORE.NOT ALL OF 8 Pine Tree Drive, Suite 250 ELECTRICAL SYMBOLS & NOTES
THIS INFORMATION MAY BE USED ON THIS PROJECT. St. Paul, MN 55112
[phone] FILE: GTS_C H I I_E—0 1.DWG IDATE: MARCH 2016 'SHEET: E-01

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TO CONTROL PANEL
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0 ,
AIR STRIPPER I.
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CARBON FILTERS 0 TO CONTROL PANEL
FLOAT—AIR C ►TO CONTROL PANEL 1$ 120 VAC XP
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5'4" DOOR
OIL / WATER SEPARATOR TRANSFER
PUMP MOTOR AIR INTAKE LOUVER
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TO CONTROL PANEL TO CONTROL PANEL TO CONTROL PANEL TO CONTROL PANEL
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LEGEND
F FLOAT SWITCH
I.S. INTRINSCALLY SAFE WIRING
XP EXPLOSION PROOF WIRING
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 DATE REVISEDPrepared By: MAGELLAN TERMINALS HOLDINGS, L.P.
DISCONNECTING ALL POWER TO THE TREATMENT TRAILER/SKID, LEGGETTE, BRASHEARS & GRAHAM, INC. CHARLOTTE II TERMINAL
INCLUDING BOTH 240V AND 12OV POWER THAT IS SUPPLIED TO THE SYSTEM. THE DISCONNECT SHALL HAVE A PROVISION FOR Professional Groundwater and Environmental Services CHARLOTTE, NORTH CAROLINA
LOCKING IN THE OFF POSITION. Northpark Corporate Center
6.DUKE ENERGY AIC RATING IS 9020. 8 Pine Tree Drive, Suite 250 ELECTRICAL LAYOUT
St. Paul, MN 55112
[phone] FILE: GTS_CHII_E-02.DWG I DATE: FEB 2017 1 SHEET: E-02

Attachment 4
Analytical Monitoring Data

V . . 0
•f. eurofIns
Environment Testing
TestAmerica
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
— ::µ . 1 For
WSP USA Inc (formerly LB&G)
4!III-4 520 Nicollet Mall, Suite 800
Minneapolis, Minnesota 55402
Attn: Carrie Hinners
RnetA GI u.. urvs
Authorized for release by:
3/5/2020 9:03:12 AM
Roxanne Cisneros, Senior Project Manager
[phone]
[e-mail]
LINKS
Review your project
results through
Total Access
Have a Question?
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The The test results in this report meet all 2003 NELAC and 2009 TN!requirements for accredited
parameters,exceptions are noted in this report. This report may not be reproduced except in full,
`,, E V n e r t 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.
Visit us at:
www.testamericainc.com Results relate only to the items tested and the sample(s)as received by the laboratory.

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
B Compound was found in the blank and sample.
J 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) Job ID: 280-134015-1
Project/Site: Magellan Charlotte II
Client Sample ID: Effluent Lab Sample ID: 280-134015-1
Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type
Naphthalene 1.92 1.00 0.103 ug/L 1 624.1 Total/NA
Xylenes,Total 1.20 J 2.00 0.203 ug/L 1 624.1 Total/NA
Lead 1.68 1.00 0.180 ug/L 1 6020B Total/NAEl
Hardness as calcium carbonate 90.2 B 3.00 0.300 mg/L 1 SM 2340B Total/NA
pH adj.to 25 deg C 7.5 HF 0.1 0.1 SU 1 9040B Total/NA
Temperature 22.3 HF 1.0 1.0 Degrees C 1 9040E Total/NA
This Detection Summary does not include radiochemical test results.
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 E.
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: 6020B - Metals (ICP/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
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 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
Hardness as calcium carbonate 90.2 B 3.00 0.300 mg/L 03/03/20 15:27 1
General Chemistry
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 Oil 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) 9
DCA=1,2-Dichloroethane-d4(Surr)
TOL=Toluene-d8(Surr)
Eurofins TestAmerica, Denver
Page 9 of 20 3/5/2020

QC 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)
Lab Sample ID: MB 280-487462/8 Client Sample ID: Method Blank
Matrix: Water Prep Type: Total/NA
Analysis Batch: 487462
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 Client Sample ID: Lab Control Sample
Matrix: Water Prep Type: Total/NA
Analysis Batch: 487462
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
LCS LCS
Surrogate %Recovery Qualifier Limits
4-Bromofluorobenzene(Surr) 99 79_119
1,2-Dichloroethane-d4(Surr) 97 73-122
Toluene-d8(Surr) 101 80-120
Lab Sample ID: LCSD 280-487462/5 Client Sample ID: Lab Control Sample Dup
' Matrix: Water Prep Type: Total/NA
Analysis Batch: 487462
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
LCSD LCSD
Surrogate %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) Job ID: 280-134015-1
Project/Site: Magellan Charlotte II
Method: 624.1 - Volatile Organic Compounds (GC/MS) (Continued)
1 Lab Sample ID: 280-134128-A-3 MSD Client Sample ID: Matrix Spike Duplicate
Matrix: Water Prep Type: Total/NA
Analysis Batch: 487462
Sample Sample Spike MSD MSD %Rec. RPD
Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit
Benzene ND 25.0 21.07 ug/L 84 37-151 2 30
1,2-Dichloroethane 3.31 F1 25.0 24.07 ug/L 83 49-155 0 30
Ethylbenzene ND 25.0 22.67 ug/L 91 37-162 1 30
Methyl tert-butyl ether ND 25.0 21.75 ug/L 87 20-150 1 30
Toluene ND F1 25.0 21.59 ug/L 86 47-150 2 30
Xylenes,Total ND F1 50.0 45.15 ug/L 90 81-128 1 30
MSD MSD
Surrogate %Recovery Qualifier Limits
4-Bromofluorobenzene(Surr) 99 79-119 = 1
1,2-Dichloroethane-d4(Surr) 96 73-122
Toluene-d8(Surr) 99 80-120
Lab Sample ID: 280-134128-B-3 MS Client Sample ID: Matrix Spike
Matrix: Water Prep Type: Total/NA
Analysis Batch: 487462
Sample Sample Spike MS MS %Rec.
Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits
Benzene ND 25.0 21.48 ug/L 86 37-151
1,2-Dichloroethane 3.31 F1 25.0 24.12 ug/L 83 49-155
Ethylbenzene ND 25.0 22.96 ug/L 92 37-162
Methyl tert-butyl ether ND 25.0 21.98 ug/L 88 20-150
Toluene ND F1 25.0 21.95 ug/L 88 47-150
Xylenes,Total ND F1 50.0 45.59 ug/L 91 81-128
MS MS
Surrogate %Recovery Qualifier Limits
4-Bromofluorobenzene(Surr) 99 79-119
1,2-Dichloroethane-d4(Surr) 98 73-122
Toluene-d8(Surr) 98 80-120
Method: 6010D - Metals (ICP)
Lab Sample ID: LCS 280-487079/2-A Client Sample ID: Lab Control Sample
Matrix:Water Prep Type: Total Recoverable
Analysis Batch:487455 Prep Batch: 487079
Spike LCS LCS %Rec.
Analyte Added Result Qualifier Unit D %Rec Limits
Calcium 50000 53030 ug/L 106 90-111
Magnesium 50000 52900 ug/L 106 90-113
Lab Sample ID: 280-134015-1 MS Client Sample ID: Effluent
Matrix: Water Prep Type: Total Recoverable
Analysis Batch: 487455 Prep Batch: 487079
Sample Sample Spike MS MS %Rec.
Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits
Calcium 31000 B 50000 82480 ug/L 103 75-125
Magnesium 3100 B 50000 55140 ug/L 104 75-125
Eurofins TestAmerica, Denver
Page 11 of 20 3/5/2020

QC Sample Results
Client: WSP USA Inc (formerly LB&G) Job ID: 280-134015-1
Project/Site: Magellan Charlotte II
Method: 6010D - Metals (ICP) (Continued)
Lab Sample ID: 280-134015-1 MSD Client Sample ID: Effluent
Matrix: Water Prep Type: Total Recoverable
Analysis Batch: 487455 Prep Batch: 487079
Sample Sample Spike MSD MSD %Rec. RPD
Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit
Calcium 31000 B 50000 82890 ug/L 104 75-125 0 20
Magnesium 3100 B 50000 55500 ug/L 105 75-125 1 20
Method: 6020B -Metals (ICP/MS)
Lab Sample ID: MB 280-487108/1-A Client Sample ID: Method Blank
Matrix: Water Prep Type: Total/NA
Analysis Batch: 487490 Prep Batch: 487108
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
Lead ND 1.00 0.180 ug/L 02/27/20 1620 03/02/20 20:04 1
1 Lab Sample ID: LCS 280-487108/2-A Client Sample ID: Lab Control Sample
Matrix: Water Prep Type: Total/NA
Analysis Batch: 487490 Prep Batch: 487108
Spike LCS LCS %Rec.
Analyte Added Result Qualifier Unit D %Rec Limits
Lead 40.0 40.45 ug/L 101 95-116
Lab Sample ID: 280-134015-1 MS Client Sample ID: Effluent
Matrix: Water Prep Type: Total/NA
' Analysis Batch: 487490 Prep Batch: 487108
Sample Sample Spike MS MS %Rec.
Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits
Lead 1.68 40.0 40.99 ug/L 98 95-116
Lab Sample ID: 280-134015-1 MSD Client Sample ID: Effluent
Matrix: Water Prep Type: Total/NA
Analysis Batch: 487490 Prep Batch: 487108
Sample Sample Spike MSD MSD %Rec. RPD
Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit
Lead 1.68 40.0 41.98 ug/L 101 95-116 2 20
Method: SM 2340B - Hardness, Calculation
Lab Sample ID: MB 280-487568/1 Client Sample ID: Method Blank
Matrix: Water Prep Type: Total/NA
Analysis Batch: 487568
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
LHardness as calcium carbonate 1.369 J 3.00 0.300 mg/L 03/03/20 15:27 1
Method: 1664E - HEM and SGT-HEM
Lab Sample ID: MB 280-487113/3-A Client Sample ID: Method Blank
Matrix: Water Prep Type: Total/NA
Analysis Batch: 487168 Prep Batch: 487113
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
LOil&Grease(HEM) ND 5.0 1.6 mg/L 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) Job ID: 280-134015-1
Project/Site: Magellan Charlotte II
Method: 1664E - HEM and SGT-HEM (Continued)
Lab Sample ID: LCS 280-487113/1-A Client Sample ID: Lab Control Sample
Matrix: Water Prep Type: Total/NA
Analysis Batch: 487168 Prep Batch: 487113
Spike LCS LCS %Rec.
Analyte Added Result Qualifier Unit D %Rec Limits
Oil&Grease(HEM) 40.0 37.50 mg/L 94 78-114
Lab Sample ID: LCSD 280-487113/2-A Client Sample ID: Lab Control Sample Dup
Matrix: Water Prep Type: Total/NA
Analysis Batch: 487168 Prep Batch: 487113
Spike LCSD LCSD %Rec. RPD
Analyte Added Result Qualifier Unit D %Rec Limits RPD Limit
Oil&Grease(HEM) 40.0 36.80 mg/L 92 78-114 2 18
Method: 9040B - pH 10
Lab Sample ID: LCS 280-487109/4 Client Sample ID: Lab Control Sample
Matrix: Water Prep Type: Total/NA
Analysis Batch: 487109
Spike LCS LCS %Rec.
Analyte Added Result Qualifier Unit D %Rec Limits
pH adj.to 25 deg C 7.00 7.0 SU 100 99-101
Lab Sample ID: 280-134015-1 DU Client Sample ID: Effluent
Matrix: Water Prep Type: Total/NA
Analysis Batch: 487109
Sample Sample DU DU RPD
Analyte Result Qualifier Result Qualifier Unit D RPD Limit
pH adj.to 25 deg C 7.5 HF 8.1 F3 SU 8 5
LTemperature 22.3 HF 21.5 Degrees C 4 10
Method: SM 2540D - Solids, Total Suspended (TSS)
Lab Sample ID: MB 280-487175/1 Client Sample ID: Method Blank
Matrix: Water Prep Type: Total/NA
Analysis Batch: 487175
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
Total Suspended Solids ND 4.00 1.10 mg/L 02/27/20 13:31 1
Lab Sample ID: LCS 280-487175/2 Client Sample ID: Lab Control Sample
Matrix: Water Prep Type: Total/NA
Analysis Batch: 487175
Spike LCS LCS %Rec.
Analyte Added Result Qualifier Unit D %Rec Limits
Total Suspended Solids 100 91.60 mg/L 92 79-114
Lab Sample ID: 280-134062-B-1 DU Client Sample ID: Duplicate
Matrix:Water Prep Type: Total/NA
Analysis Batch:487175
Sample Sample DU DU RPD
Analyte Result Qualifier Result Qualifier Unit D RPD Limit
Total Suspended Solids 2.80 J 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) Job ID: 280-134015-1
Project/Site: Magellan Charlotte II
GC/MS VOA
Analysis Batch: 487462
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
280-134015-1 Effluent Total/NA Water 624.1
MB 280-487462/8 Method Blank Total/NA Water 624.1
LCS 280-487462/4 Lab Control Sample Total/NA Water 624.1
LCSD 280-487462/5 Lab Control Sample Dup Total/NA Water 624.1
280-134128-A-3 MSD Matrix Spike Duplicate Total/NA Water 624.1
280-134128-B-3 MS Matrix Spike Total/NA Water 624.1
Metals - -
Prep Batch: 487079
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
MB 280-487079/1-A Method Blank Total Recoverable Water 3005A
LCS 280-487079/2-A Lab Control Sample Total Recoverable Water 3005A
280-134015-1 MS Effluent Total Recoverable Water 3005A
280-134015-1 MSD Effluent Total Recoverable Water 3005A
Prep Batch: 487108
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
280-134015-1 Effluent Total/NA Water 3020A
MB 280-487108/1-A Method Blank Total/NA Water 3020A
LCS 280-487108/2-A Lab Control Sample Total/NA Water 3020A
280-134015-1 MS Effluent Total/NA Water 3020A
280-134015-1 MSD Effluent Total/NA Water 3020A
Analysis Batch: 487455
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
MB 280-487079/1-A Method Blank Total Recoverable Water 6010D 487079
LCS 280-487079/2-A Lab Control Sample Total Recoverable Water 6010D 487079
280-134015-1 MS Effluent Total Recoverable Water 6010D 487079
280-134015-1 MSD Effluent Total Recoverable Water 6010D 487079
Analysis Batch: 487490
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
280-134015-1 Effluent Total/NA Water 6020B 487108
MB 2 80-48 71 08/1-A Method Blank Total/NA Water 6020E 487108
LCS 280-487108/2-A Lab Control Sample Total/NA Water 6020E 487108
280-134015-1 MS Effluent Total/NA Water 6020B 487108
280-134015-1 MSD Effluent Total/NA Water 6020B 487108
Analysis Batch: 487568
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
280-134015-1 Effluent Total/NA Water SM 2340B
MB 280-487568/1 Method Blank Total/NA Water SM 2340B
General Chemistry
Analysis Batch: 487109
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
280-134015-1 Effluent Total/NA Water 9040B
LCS 280-487109/4 Lab Control Sample Total/NA Water 9040E
280-134015-1 DU Effluent Total/NA Water 9040E
Eurofins TestAmerica, Denver
Page 14 of 20 3/5/2020

QC Association Summary
Client: WSP USA Inc(formerly LB&G) Job ID: 280-134015-1
Project/Site: Magellan Charlotte II
General Chemistry
Prep Batch: 487113
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
MB 2 80-4871 1 3/3-A Method Blank Total/NA Water 1664A
LCS 280-4871 1 3/1-A Lab Control Sample Total/NA Water 1664A
LCSD 280-487113/2-A Lab Control Sample Dup Total/NA Water 1664A
Prep Batch: 487115
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
280-134015-1 Effluent Total/NA Water 1664B
Analysis Batch: 487168
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
280-134015-1 Effluent Total/NA Water 1664E 487115
MB 280-487113/3-A Method Blank Total/NA Water 1664B 487113
LCS 2 80-4 8 7 1 1 3/1-A Lab Control Sample Total/NA Water 1664B 487113
LCSD 280-487113/2-A Lab Control Sample Dup Total/NA Water 16648 487113
Analysis Batch: 487175
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
280-134015-1 Effluent Total/NA Water SM 2540D
MB 280-487175/1 Method Blank Total/NA Water SM 2540D
LCS 280-487175/2 Lab Control Sample Total/NA Water SM 2540D
280-134062-B-1 DU Duplicate Total/NA Water SM 2540D
Prep Batch: 487222
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
280-134015-1 Effluent Total/NA Water Distill/Phenol
Analysis Batch: 487303
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
280-134015-1 Effluent Total/NA Water 420.4 487222
Eurofins TestAmerica, Denver
Page 15 of 20 3/5/2020

Lab Chronicle
Client: WSP USA Inc(formerly LB&G) Job ID: 280-134015-1
Project/Site: Magellan Charlotte II
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
Batch Batch Dil Initial Final Batch Prepared
Prep Type Type Method Run Factor Amount Amount Number or Analyzed Analyst Lab
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 9040B 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) Job ID: 280-134015-1
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 Program Identification Number Expiration Date
A2LA Dept.of Defense ELAP 2907.01 10-31-21
A2LA ISO/IEC 17025 2907.01 10-31-21
Alabama State Program 40730 09-30-12
Alaska(UST) State 18-001 01-08-20*
Arizona State AZ0713 12-20-20
Arkansas DEQ State 19-047-0 06-01-20
California State 2513 01-08-21
Connecticut State PH-0686 09-30-20
Florida NELAP E87667-57 06-30-20
Illinois NELAP 2000172019-1 04-30-20
Iowa State IA#370 12-01-20
Kansas NELAP E-10166 04-30-20
Louisiana NELAP 30785 06-30-20
Maine State 2019011 (231) 03-03-21
Minnesota NELAP 1788752 12-31-20
Nevada State CO000262020-1 07-31-20
New Hampshire NELAP 205319 04-28-20
New Jersey NELAP 190002 06-30-20
New York NELAP 59923 04-01-201E1E1
North Carolina(WW/SW) State 358 12-31-20
North Dakota State R-034 01-08-21
Oklahoma State 2018-006 08-31-20
Oregon NELAP 4025-011 01-08-21
Pennsylvania NELAP 013 08-01-20
South Carolina State 72002001 01-08-20*
Texas NELAP T104704183-19-17 09-30-20
US Fish&Wildlife US Federal Programs 058448 07-31-20
USDA US Federal Programs P330-18-00099 03-26-21
Utah NELAP CO000262019-11 07-31-20
Virginia NELAP 10490 06-14-20
Washington State C583-19 08-05-20
West Virginia DEP State 354 11-30-20
Wisconsin State 999615430 08-31-20
Wyoming(UST) A2LA 2907.01 10-31-21
Accreditation/Certification renewal pending-accreditation/certification considered valid.
Eurofins TestAmerica, Denver
Page 17 of 20 3/5/2020