14006_Classic Coffee_EMAIL Soil approval 20240126

From:Minnich, Carolyn
To:Tom Witner
Cc:Victor Kung; Kevin Stachura; Slaughter, Kevin
Subject:RE: [External] FW: 14006 Classic Coffee Brownfields Property Violations
Date:Friday, January 26, 2024 4:33:00 PM
Attachments:image001.png
Tom,

Thank you for the additional information and details on the soil. DEQ Brownfields agrees with
your email below that the soil meets unrestricted use standards and can be spread thinly on
the property in the area you have indicated.
Please be advised that this compliance review from DEQ Brownfields does not waive any
applicable requirement to obtain any necessary permits, licenses or certifications which may
be required from other state or local entities.

Sincerely,

Carolyn Minnich
Project Manager, Brownfields Redevelopment Section
North Carolina Department of Environmental Quality
704-661-0330
[e-mail]

Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.

From: Tom Witner <[e-mail]>
Sent: Thursday, January 25, 2024 3:38 PM
To: Minnich, Carolyn <[e-mail]>
Cc: Victor Kung <[e-mail]>; Kevin Stachura <[e-mail]>
Subject: RE: [External] FW: 14006 Classic Coffee Brownfields Property Violations

CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
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Carolyn
The amount of soil generated during excavation for plumbing lines is approximately 2 cubic yards.
The amount to be moved is the entire amount generated.
Attached is a figure showing in yellow the area the PD intends to use for spreading the soil.
Thank you.

Tom Witner, P.G.
Principal
4301 Taggart Creek Rd., Charlotte, NC 28208
Office 704.394.6913 | Cell 704.576.5889
E-mail [e-mail]

From: Minnich, Carolyn <[e-mail]>
Sent: Monday, January 22, 2024 10:02 AM
To: Tom Witner <[e-mail]>
Cc: Victor Kung <[e-mail]>; Kevin Stachura <[e-mail]>
Subject: RE: [External] FW: 14006 Classic Coffee Brownfields Property Violations

Tom:
The assessment lab data looks good for on site movement. I need a few more pieces of information.
1. Send me the quantity of soil generated and amount to be moved
2. site plan where you plan to move the soil

I can approve once we get it all together.

Carolyn Minnich
Project Manager, Brownfields Redevelopment Section
North Carolina Department of Environmental Quality
704-661-0330
[e-mail]

Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.

From: Minnich, Carolyn
Sent: Monday, January 22, 2024 9:51 AM
To: Tom Witner <[e-mail]>
Cc: Victor Kung <[e-mail]>; Kevin Stachura <[e-mail]>
Subject: RE: [External] FW: 14006 Classic Coffee Brownfields Property Violations

Thank you. Can you send me a figure where you intend to move the soil? I will review data today
and follow up shortly. What is the status of the work plan for vapor?

Carolyn Minnich
Project Manager, Brownfields Redevelopment Section
North Carolina Department of Environmental Quality
704-661-0330
[e-mail]

Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.

From: Tom Witner <[e-mail]>
Sent: Friday, January 19, 2024 10:53 AM
To: Minnich, Carolyn <[e-mail]>
Cc: Victor Kung <[e-mail]>; Kevin Stachura <[e-mail]>
Subject: RE: [External] FW: 14006 Classic Coffee Brownfields Property Violations

CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.

Carolyn
Summary tables and lab data for subject soil stockpile. Mr. Kung has indicated he has a place to
spread the soil on the site, if approved.

Work plan for sub-slab and indoor air to follow today or Monday. Please let us know if you have any
questions.

Thank you.

Tom Witner, P.G.
Principal
4301 Taggart Creek Rd., Charlotte, NC 28208
Office 704.394.6913 | Cell 704.576.5889
E-mail [e-mail]

From: Minnich, Carolyn <[e-mail]>
Sent: Monday, January 8, 2024 9:09 AM
To: Tom Witner <[e-mail]>
Cc: Victor Kung <[e-mail]>; Kevin Stachura <[e-mail]>
Subject: RE: [External] FW: 14006 Classic Coffee Brownfields Property Violations

Thank you for the update.

Carolyn Minnich
Project Manager, Brownfields Redevelopment Section
North Carolina Department of Environmental Quality
704-661-0330
[e-mail]

Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.

From: Tom Witner <[e-mail]>
Sent: Thursday, January 4, 2024 2:58 PM
To: Minnich, Carolyn <[e-mail]>
Cc: Victor Kung <[e-mail]>; Kevin Stachura <[e-mail]>
Subject: RE: [External] FW: 14006 Classic Coffee Brownfields Property Violations

CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.

Carolyn,
Samples of the soil stockpile were obtained on January 2, 2024 by CDG personnel. Three equal
sized, spatially representative soil samples were obtained from the stockpile and mixed thoroughly
in a clean stainless steel bowl. The composite of the stockpile samples was divided and placed in
containers provided by SGS laboratories for analysis of VOCs (8260D) SVOCs (8270E), TCLP for 8
RCRA metals, pH and ignitability. On January 4, a grab sample was obtained for analysis for VOCs to
replace the earlier composite sample for VOCs.

PID readings of the soil samples were obtained and recorded. The samples were packed on ice and
shipped via overnight shipping to SGS laboratories in Orlando, FL using chain of custody protocol.

Please let me know if you need any additional information.
Best regards,
Tom

Tom Witner, P.G.
Principal
4301 Taggart Creek Rd., Charlotte, NC 28208
Office 704.394.6913 | Cell 704.576.5889
E-mail [e-mail]

From: Minnich, Carolyn <[e-mail]>
Sent: Wednesday, January 3, 2024 2:20 PM
To: Tom Witner <[e-mail]>
Cc: Victor Kung <[e-mail]>
Subject: RE: [External] FW: 14006 Classic Coffee Brownfields Property Violations

Checklist for additional assessment.
Please send me the details from soil sampling on the analysis.

Carolyn Minnich
Project Manager, Brownfields Redevelopment Section
North Carolina Department of Environmental Quality
704-661-0330
[e-mail]

Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.

From: Tom Witner <[e-mail]>
Sent: Tuesday, January 2, 2024 10:56 AM
To: Minnich, Carolyn <[e-mail]>
Cc: Victor Kung <[e-mail]>
Subject: [External] FW: 14006 Classic Coffee Brownfields Property Violations

CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.

Carolyn
Would you be available tomorrow morning to discuss with me on a Teams call?

Tom Witner, P.G.
Principal
4301 Taggart Creek Rd., Charlotte, NC 28208
Office 704.394.6913 | Cell 704.576.5889
E-mail [e-mail]

From: Victor Kung <[e-mail]>
Sent: Tuesday, December 5, 2023 11:40 AM
To: Tom Witner <[e-mail]>
Subject: Fwd: 14006 Classic Coffee Brownfields Property Violations

Hi Tom,

Call when you’re available. Thanks.

Victor

Sent from my iPhone
Begin forwarded message:
From: "Minnich, Carolyn" <[e-mail]>
Date: December 5, 2023 at 9:46:21 AM EST
To: Victor Kung <[e-mail]>
Cc: "Thompson, Jordan L" <[e-mail]>, "Hardison, Sarah"
<[e-mail]>, "Nicholson, Bruce" <[e-mail]>,
"Slaughter, Kevin" <[e-mail]>, "Peacock, David"
<[e-mail]>, "Wahl, Tracy" <[e-mail]>
Subject: 14006 Classic Coffee Brownfields Property Violations
Dear Mr. Victor Kung,
On Thursday, November 28, 2023, Mr. Kevin Slaughter from the Brownfields
Redevelopment Section (BRS) visited the Classic Coffee Brownfields Property located at
1016 & 1024 Montana Drive in Charlotte for purposes of a brownfields inspection. As
the Prospective Developer (PD) listed in the Brownfields Agreement and the owner of
record of the Brownfields Property, DEQ is making you aware of the results of that
inspection. During the Site inspection, it was noted that interior slab disturbance/soil
movement had occurred recently without prior DEQ knowledge, which is a violation of
Land Use Restriction (LUR) Number 4:
LUR 4: No activity that disturbs soil on the Brownfields Property under the buildings
depicted on the plat component of the Notice of Brownfields Property ("Notice"), may
occur unless and until DEQ states in writing, in advance of the proposed activity, that
said activity may occur if carried out along with any measures DEQ deems necessary to
ensure the Brownfields Property will be suitable for the uses specified in the Notice
while fully protecting public health and the environment, except: for emergency repair
of underground infrastructure, provided that DEQ shall be given written notice (if only
by email) of any such emergency repair no later than the next business day, and that
any related assessment and remedial measures required by DEQ shall be taken.
To correct this LUR violation, the following actions will need to occur within the next 30
days on the Brownfields Property:
1. Stockpiled soil in the northeastern portion of the building must be removed and
disposed of properly off site at municipal solid waste landfill. Provide documentation
to BRS on volume and final disposal location.
2. Submit a plan for closing/repairing open trenches and confirmation vapor sampling
following repairs to BRS for review/approval prior to completing the work. The work
plan shall be signed and sealed by a North Carolina licensed Professional Engineer (PE)
and should include:
* Closure/sealing methods for trenches
* Vapor mitigation considerations. For vapor concerns, there is a significant risk that
the installed trenches could act as a preferential pathway for vapor intrusion,
increasing the risk to site occupants. To address this concern, the sealing PE shall either
1) submit plans to install vapor barriers within open trenches prior to sealing or 2)
provide reasonable justification that the installed trenches will not act as a preferential
vapor pathway.
* Vapor intrusion assessment to be completed following actions outlined in 2.a and
2.b above. Vapor assessment shall include sub-slab and indoor air sampling to
demonstrate that repairs to the trenches have not created an indoor air risk for tenants
throughout the building.
* Following review/approval of the work plan, the work shall be completed through
oversight of the sealing professional engineer. A summary report documenting repairs
and confirmation sampling shall be submitted to DEQ for review/approval prior to
occupancy of the repaired tenant space.
Additionally, a second LUR violation may be imminent without immediate action on
your part as the PD/owner: Based on the site inspection, the planned reuse for the
tenant upfit space is a commissary that includes the preparation and retail sales of
food/beverages. This is not an approved use under the current definitions outlined in
LUR 1:
LUR 1: No use may be made of the Brownfields Property other than for industrial,
office, retail, and, if the Department of Environmental Quality ("DEQ") issues prior
written approval, other commercial uses. For purposes of this restriction, the following
definitions apply.
a. "Industrial" refers to the assembly, fabrication or processing of goods or materials.
b. "Office" refers to the rendering of business or professional services.
c. "Hotel" refers to the provision of overnight lodging to paying customers, and to
associated reservation, cleaning, utilities and on-site management and reception
services
However, this reuse could certainly be contemplated as a “commercial” reuse as
outlined in the LUR that requires prior written approval. In order to have a commissary
considered for approval, a written request will need to be submitted to DEQ
documenting the exact planned reuse for consideration.
The third violation is failure to submit annual Land Use Restrictions Update (LURU)
forms for 2022 and 2023.
Mr. Slaughter’s site inspection report is attached to this email for reference. I
recommend we set up a virtual TEAMS meeting to review the issues above. Are you
available Friday. Or I am free most mornings 8-9 am.
Thank you for your prompt response and working to correc these violations. Please
contact me at 704-661-0330 or email
[e-mail]<mailto:[e-mail]> to set up a
meeting and discuss further.
Sincerely,
Carolyn Minnich
Project Manager, Brownfields Redevelopment Section
North Carolina Department of Environmental Quality
704-661-0330
[e-mail]<mailto:[e-mail]>
Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.
________________________________
Email correspondence to and from this address may be subject to the North Carolina
Public Records Law and may be disclosed to third parties by an authorized state official.
<Site Inspection Report.pdf>
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Sample ID Collection
Method Date Collected (m/dd/yy)mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L
SP-1* Composite 1/2/2024 <0.10 <2.0 <0.050 <0.10 <0.050 <0.10 <0.10 <0.10
Notes:
*Sample SP-1 was collected on 1/2/2024 as a representative composite sample of a soil stockpile on site.
All concentrations reported in milligrams per kilogram (mg/L).
Analyte --->
Analytical Method ---> TCLP Metals
1016 Montana Drive
Table 2: Summary of TCLP Analytical Results – Soil Samples
Classic Coffee
Charlotte, North Carolina
BP No: 14006-10-060
Table 1: Summary of Analytical Results – Soil Stockpile Samples
Classic Coffee
Charlotte, North Carolina
BP No: 14006-10-060
EPA 8260
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Sample ID Collection
Method Date Collected (m/dd/yy)mg/kg mg/kg mg/kg mg/kg mg/kg Deg. F
SP-1* Composite 1/2/2024 NA NA NA 0.327 1.630 >200 8.14
SP-1A** Grab 1/4/2024 0.217 0.0232 J 0.0055 NA NA NA NA
Protection of Groundwater PSRGs (mg/kg) 25 17 0.0063 290 14 NE NE
Residential Health Based PSRGs (mg/kg) 14,000 5500 17 290 39 NE NE
Industrial/Commercial Health Based PSRGs (mg/kg) 210,000 40,000 82 1,200 160 NE NE
Notes:
*Sample SP-1 was collected on 1/2/2024 as a representative composite sample of a soil stockpile on site.
**Sample SP-1A is single point soil grab sample from the same soil stockpile collected on 1/4/2024 and analyzed only for VOCs.
All concentrations converted to milligrams per kilogram (mg/kg). Analytical reporting is in micrograms per kilogram (ug/kg)
ND = Not Detected at or above laboratory reporting limits
NA = Not Analyzed
SRGs = Soil Remediation Goals
PSRG = NCDEQ Preliminary Soil Remediation Goals (July 2023)
NE = Not Established
Bolded values exceed the higher of the Residential PSRGs or the Site-Specific SRGs (if applicable)
J = Esimated values
1016 Montana Drive
Analyte --->
Analytical Method ---> EPA 8270
pH
01/19/24
Technical Report for
Shield Engineering, Inc
Classic Coffee-Brownfield; 1016 Montana Dr, Charlotte, NC
SGS Job Number: FC12385
Sampling Date: 01/04/24
Report to:
Shield Engineering
[e-mail]
[e-mail]
ATTN: Kevin Stachura
Total number of pages in report:
Certifications: FL(E83510), LA(03051), KS(E-10327), NC(573), NJ(FL002), NY(12022), SC(96038001)
DoD ELAP(ANAB L2229), AZ(AZ0806), CA(2937), TX(T104704404), PA(68-03573), VA(460177),
AL, AK, AR, CT, IA, KY, MA, MI. MS, ND, NH, NV, OK, OR, IL, UT, VT, WA, WI, WV
This report shall not be reproduced, except in its entirety, without the written approval of SGS.
Test results relate only to samples analyzed.
SGS North America Inc. • 4405 Vineland Road • Suite C-15 • Orlando, FL 32811 • tel: [phone] •
Test results contained within this data package meet the requirements
of the National Environmental Laboratory Accreditation Program
and/or state specific certification programs as applicable unless noted
in the narrative, comments or footnotes.
Client Service contact: Dwayne Foster 407-425-6700
Norm Farmer
Technical Director
Orlando, FL 01/19/24
e-Hardcopy 2.0
Automated Report
11
SGS is the sole authority for authorizing edits or modifications to this document.
Unauthorized modification of this report is strictly prohibited.
Review standard terms at: http://www.sgs.com/en/terms-and-conditions
The results set forth herein are provided by SGS North America Inc.
Please share your ideas about
how we can serve you better at:
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FC12385
Table of Contents
-1-
Sections:
Section 1: Sample Summary ...................................................................................................3
Section 2: Summary of Hits ....................................................................................................4
Section 3: Sample Results ........................................................................................................5
3.1: FC12385-1: SP-1A ........................................................................................................6
Section 4: Misc. Forms ............................................................................................................8
4.1: Chain of Custody ...........................................................................................................9
1
2
3
4
2 of 11
FC12385
SGS North America Inc.
Sample Summary
Shield Engineering, Inc
Job No:FC12385
Classic Coffee-Brownfield; 1016 Montana Dr, Charlotte, NC
Sample Collected Matrix Client
Number Date Time By Received Code Type Sample ID
This report contains results reported as ND = Not detected. The following applies:
Organics ND = Not detected above the MDL
FC12385-1 01/04/24 16:00 KS 01/05/24 SO Soil SP-1A
Soil samples reported on a dry weight basis unless otherwise indicated on result page.
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FC12385
1
Summary of Hits Page 1 of 1
Job Number:FC12385
Account:Shield Engineering, Inc
Project:Classic Coffee-Brownfield; 1016 Montana Dr, Charlotte, NC
Collected:01/04/24
Lab Sample ID Client Sample ID Result/
Analyte Qual RL MDL Units Method
FC12385-1 SP-1A
Acetone 217 210 110 ug/kg SW846 8260D
2-Butanone (MEK)23.2 J 27 7.8 ug/kg SW846 8260D
Tetrachloroethylene 5.5 5.4 1.4 ug/kg SW846 8260D
4 of 11
FC12385
2
SGS North America Inc.
Sample Results
Report of Analysis
Orlando, FL
Section 3
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3
SGS North America Inc.
Report of Analysis Page 1 of 2
Client Sample ID:SP-1A
Lab Sample ID:FC12385-1 Date Sampled:01/04/24
Matrix:SO - Soil Date Received:01/05/24
Method:SW846 8260D Percent Solids:92.6
Project:Classic Coffee-Brownfield; 1016 Montana Dr, Charlotte, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 3C190528.D 1 01/08/24 17:19 DB n/a n/a V3C1136
Run #2
Initial Weight Final Volume
Run #1 5.03 g 5.0 ml
Run #2
VOA TCL List
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone 217 210 110 ug/kg
71-43-2 Benzene ND 5.4 1.3 ug/kg
75-27-4 Bromodichloromethane a ND 5.4 1.1 ug/kg
75-25-2 Bromoform ND 5.4 1.1 ug/kg
78-93-3 2-Butanone (MEK)23.2 27 7.8 ug/kg J
75-15-0 Carbon Disulfide ND 5.4 1.1 ug/kg
56-23-5 Carbon Tetrachloride a ND 5.4 1.1 ug/kg
108-90-7 Chlorobenzene ND 5.4 1.1 ug/kg
75-00-3 Chloroethane b ND 5.4 2.1 ug/kg
67-66-3 Chloroform ND 5.4 1.4 ug/kg
124-48-1 Dibromochloromethane ND 5.4 1.1 ug/kg
75-34-3 1,1-Dichloroethane ND 5.4 1.9 ug/kg
107-06-2 1,2-Dichloroethane a ND 5.4 1.1 ug/kg
75-35-4 1,1-Dichloroethylene a ND 5.4 1.1 ug/kg
156-59-2 cis-1,2-Dichloroethylene ND 5.4 1.5 ug/kg
156-60-5 trans-1,2-Dichloroethylene ND 5.4 1.1 ug/kg
78-87-5 1,2-Dichloropropane ND 5.4 1.1 ug/kg
10061-01-5 cis-1,3-Dichloropropene b ND 5.4 1.1 ug/kg
10061-02-6 trans-1,3-Dichloropropene ND 5.4 1.1 ug/kg
100-41-4 Ethylbenzene ND 5.4 1.1 ug/kg
591-78-6 2-Hexanone ND 27 8.1 ug/kg
74-83-9 Methyl Bromide ND 5.4 2.1 ug/kg
74-87-3 Methyl Chloride a ND 5.4 2.1 ug/kg
75-09-2 Methylene Chloride c ND 21 12 ug/kg
108-10-1 4-Methyl-2-pentanone (MIBK)ND 27 8.1 ug/kg
100-42-5 Styrene ND 5.4 1.1 ug/kg
79-34-5 1,1,2,2-Tetrachloroethane ND 5.4 1.1 ug/kg
127-18-4 Tetrachloroethylene 5.5 5.4 1.4 ug/kg
108-88-3 Toluene ND 21 11 ug/kg
71-55-6 1,1,1-Trichloroethane a ND 5.4 1.1 ug/kg
79-00-5 1,1,2-Trichloroethane ND 5.4 1.1 ug/kg
79-01-6 Trichloroethylene ND 5.4 1.1 ug/kg
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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FC12385
3
3.
1
SGS North America Inc.
Report of Analysis Page 2 of 2
Client Sample ID:SP-1A
Lab Sample ID:FC12385-1 Date Sampled:01/04/24
Matrix:SO - Soil Date Received:01/05/24
Method:SW846 8260D Percent Solids:92.6
Project:Classic Coffee-Brownfield; 1016 Montana Dr, Charlotte, NC
VOA TCL List
CAS No.Compound Result RL MDL Units Q
75-01-4 Vinyl Chloride a ND 5.4 1.1 ug/kg
1330-20-7 Xylene (total)ND 16 2.3 ug/kg
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 112%75-124%
17060-07-0 1,2-Dichloroethane-D4 122%72-135%
2037-26-5 Toluene-D8 95%75-126%
460-00-4 4-Bromofluorobenzene 102%71-133%
(a) Associated CCV outside control limits high, sample is ND.
(b) Associated CCV and BS outside control limits high, sample is ND.
(c) Associated ICV and CCV outside control limits high, sample is ND.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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3
3.
1
SGS North America Inc.
Misc. Forms
Custody Documents and Other Forms
Includes the following where applicable:
• Chain of Custody
Orlando, FL
Section 4
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4
FC12385: Chain of Custody
Page 1 of 3
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4
4.
1
Job Number:fc12385 Client:CDG, INC.
Date / Time Received:1/5/2024 9:30:00 AM Delivery Method:FED EX
Project:CLASSIC COFFEE-BROWNSFIELD
Airbill #'s:6840 3320 0901
Cooler Information
1. Custody Seals Present:
Y or N
2. Custody Seals Intact:
4. Cooler temp verification:
3. Temp criteria achieved:
5. Cooler media:
IR Gun
Ice (Bag)
Trip Blank Information Y or N N/A
1. Trip Blank present / cooler:
2. Trip Blank listed on COC:
Sample Information
1. Sample labels present on bottles:
2. Samples presented properly
3. Sufficient volume/containers recv'd for analysis
4. Condition of sample:
5. Sample recv'd within HT
6. Dates/Times/IDs on COC match sample label
7. VOCs have headspace
8. Bottles received for unspecified tests
9. Compositing instructions clear
10. Voa Soil Kits/Jars received past 48hrs?
Intact
Comments FROZEN @1045 ON 01/05/2024
Cooler Temps (Raw Measured) °C:
Cooler Temps (Corrected) °C:
Cooler 1: (3.2);
Cooler 1: (3.0);
Sample Receipt Summary 112723 EK
SGS - Orlando Sample Receipt Summary
Test Strip Lot #s:pH 0-3:226422 pH 10-12:Other: (Specify)pH 1.0 - 12.0 222221
3. Type of TB Received
W or S N/A
Y or N N/A
11. % Solids Jar Received?
12. Residual Chlorine Present?
Misc Information
Number of Encores:25 Gram 5 Gram
Residual Chlorine Test Strip Lot #
Number of Lab Filtered Metals:
Technician:SHAYLAP Date:1/5/2024 10:24:11 AM Reviewer:Date:
FC12385: Chain of Custody
Page 2 of 3
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4
4.
1
TAT (Days):1
Received Date:1/5/2024
Due Date:1/18/2024
Project Description:Classic Coffee-Brownfield; 1016 Montana Dr, Ch
Account Name:Shield Engineering, Inc
Deliverable:COMMA
Requested Date:1/18/2024
Job Change Order:FC12385
PM:DFC/O Initiated By:DWAYNE_F
Sample #:FC12385-1
Change:Please remove 8270 results.
Dept:LOGIN
=========================================================================================================================
Client ID:SP-1A TAT:1
Above Changes Per:
To Client: This Change Order is confirmation of the revisions, previously discussed with the Client Service Representative.
Date/Time:1/18/2024
Page 1 of 1
Client
FC12385: Chain of Custody
Page 3 of 3
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4.
1
01/19/24
Technical Report for
Shield Engineering, Inc
Classic Coffee-Brownfield; 1016 Montana Dr, Charlotte, NC
SGS Job Number: FC12304
Sampling Date: 01/02/24
Report to:
Shield Engineering
[e-mail]
[e-mail]
ATTN: Kevin Stachura
Total number of pages in report:
Certifications: FL(E83510), LA(03051), KS(E-10327), NC(573), NJ(FL002), NY(12022), SC(96038001)
DoD ELAP(ANAB L2229), AZ(AZ0806), CA(2937), TX(T104704404), PA(68-03573), VA(460177),
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This report shall not be reproduced, except in its entirety, without the written approval of SGS.
Test results relate only to samples analyzed.
SGS North America Inc. • 4405 Vineland Road • Suite C-15 • Orlando, FL 32811 • tel: [phone] •
Test results contained within this data package meet the requirements
of the National Environmental Laboratory Accreditation Program
and/or state specific certification programs as applicable unless noted
in the narrative, comments or footnotes.
Client Service contact: Dwayne Foster 407-425-6700
Norm Farmer
Technical Director
Orlando, FL 01/19/24
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Table of Contents
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Sections:
Section 1: Sample Summary ...................................................................................................3
Section 2: Summary of Hits ....................................................................................................4
Section 3: Sample Results ........................................................................................................5
3.1: FC12304-1: SP-1 ..........................................................................................................6
3.2: FC12304-1L: SP-1 ........................................................................................................11
Section 4: Misc. Forms ............................................................................................................12
4.1: Chain of Custody ...........................................................................................................13
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2
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SGS North America Inc.
Sample Summary
Shield Engineering, Inc
Job No:FC12304
Classic Coffee-Brownfield; 1016 Montana Dr, Charlotte, NC
Sample Collected Matrix Client
Number Date Time By Received Code Type Sample ID
This report contains results reported as ND = Not detected. The following applies:
Organics ND = Not detected above the MDL
FC12304-1 01/02/24 15:25 CF 01/03/24 SO Soil SP-1
FC12304-1L 01/02/24 15:25 CF 01/03/24 SO Soil SP-1
Soil samples reported on a dry weight basis unless otherwise indicated on result page.
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Summary of Hits Page 1 of 1
Job Number:FC12304
Account:Shield Engineering, Inc
Project:Classic Coffee-Brownfield; 1016 Montana Dr, Charlotte, NC
Collected:01/02/24
Lab Sample ID Client Sample ID Result/
Analyte Qual RL MDL Units Method
FC12304-1 SP-1
Butyl benzyl phthalate 327 180 37 ug/kg SW846 8270E
bis(2-Ethylhexyl)phthalate 1630 370 37 ug/kg SW846 8270E
Ignitability (Flashpoint) a >200 Deg. F SW846 1020C MOD
pH b 8.14 su SW846 9045D
FC12304-1L SP-1
No hits reported in this sample.
(a) Not Ignitable.
(b) Temp of pH Reading: 22.6 Deg. C
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2
SGS North America Inc.
Sample Results
Report of Analysis
Orlando, FL
Section 3
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3
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:SP-1
Lab Sample ID:FC12304-1 Date Sampled:01/02/24
Matrix:SO - Soil Date Received:01/03/24
Method:SW846 8270E SW846 3550C Percent Solids:90.9
Project:Classic Coffee-Brownfield; 1016 Montana Dr, Charlotte, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 X092488.D 1 01/09/24 13:10 KA 01/08/24 08:15 OP1011 SX3669
Run #2
Initial Weight Final Volume
Run #1 30.1 g 1.0 ml
Run #2
ABN TCL List
CAS No.Compound Result RL MDL Units Q
65-85-0 Benzoic Acid ND 910 180 ug/kg
59-50-7 4-Chloro-3-methyl Phenol ND 180 21 ug/kg
95-57-8 2-Chlorophenol ND 180 22 ug/kg
120-83-2 2,4-Dichlorophenol ND 180 21 ug/kg
105-67-9 2,4-Dimethylphenol ND 180 49 ug/kg
51-28-5 2,4-Dinitrophenol ND 910 180 ug/kg
534-52-1 4,6-Dinitro-o-cresol ND 370 73 ug/kg
95-48-7 2-Methylphenol ND 180 22 ug/kg
3&4-Methylphenol ND 180 30 ug/kg
88-75-5 2-Nitrophenol ND 180 20 ug/kg
100-02-7 4-Nitrophenol ND 910 180 ug/kg
87-86-5 Pentachlorophenol ND 910 180 ug/kg
108-95-2 Phenol ND 180 18 ug/kg
95-95-4 2,4,5-Trichlorophenol ND 180 29 ug/kg
88-06-2 2,4,6-Trichlorophenol ND 180 21 ug/kg
83-32-9 Acenaphthene ND 180 19 ug/kg
208-96-8 Acenaphthylene ND 180 18 ug/kg
120-12-7 Anthracene ND 180 20 ug/kg
56-55-3 Benzo(a)anthracene ND 180 18 ug/kg
50-32-8 Benzo(a)pyrene ND 180 22 ug/kg
205-99-2 Benzo(b)fluoranthene ND 180 20 ug/kg
191-24-2 Benzo(g,h,i)perylene ND 180 19 ug/kg
207-08-9 Benzo(k)fluoranthene ND 180 24 ug/kg
100-51-6 Benzyl Alcohol ND 180 18 ug/kg
101-55-3 4-Bromophenyl phenyl ether ND 180 19 ug/kg
85-68-7 Butyl benzyl phthalate 327 180 37 ug/kg
86-74-8 Carbazole ND 180 25 ug/kg
106-47-8 4-Chloroaniline ND 180 46 ug/kg
111-91-1 bis(2-Chloroethoxy)methane ND 180 18 ug/kg
111-44-4 bis(2-Chloroethyl)ether ND 180 21 ug/kg
108-60-1 2,2'-Oxybis(1-chloropropane) aND 180 23 ug/kg
91-58-7 2-Chloronaphthalene ND 180 18 ug/kg
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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3.
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SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:SP-1
Lab Sample ID:FC12304-1 Date Sampled:01/02/24
Matrix:SO - Soil Date Received:01/03/24
Method:SW846 8270E SW846 3550C Percent Solids:90.9
Project:Classic Coffee-Brownfield; 1016 Montana Dr, Charlotte, NC
ABN TCL List
CAS No.Compound Result RL MDL Units Q
7005-72-3 4-Chlorophenyl phenyl ether ND 180 18 ug/kg
218-01-9 Chrysene ND 180 19 ug/kg
53-70-3 Dibenzo(a,h)anthracene b ND 180 23 ug/kg
132-64-9 Dibenzofuran ND 180 18 ug/kg
95-50-1 1,2-Dichlorobenzene ND 180 18 ug/kg
541-73-1 1,3-Dichlorobenzene ND 180 20 ug/kg
106-46-7 1,4-Dichlorobenzene ND 180 24 ug/kg
91-94-1 3,3'-Dichlorobenzidine ND 180 43 ug/kg
84-66-2 Diethyl Phthalate ND 370 37 ug/kg
131-11-3 Dimethyl Phthalate ND 180 37 ug/kg
117-84-0 Di-n-octyl Phthalate ND 180 37 ug/kg
84-74-2 Di-n-butyl Phthalate ND 370 73 ug/kg
121-14-2 2,4-Dinitrotoluene ND 180 18 ug/kg
606-20-2 2,6-Dinitrotoluene ND 180 24 ug/kg
117-81-7 bis(2-Ethylhexyl)phthalate 1630 370 37 ug/kg
206-44-0 Fluoranthene ND 180 18 ug/kg
86-73-7 Fluorene ND 180 20 ug/kg
118-74-1 Hexachlorobenzene ND 180 19 ug/kg
87-68-3 Hexachlorobutadiene ND 180 18 ug/kg
77-47-4 Hexachlorocyclopentadiene b ND 180 37 ug/kg
67-72-1 Hexachloroethane ND 180 22 ug/kg
193-39-5 Indeno(1,2,3-cd)pyrene b ND 180 22 ug/kg
78-59-1 Isophorone ND 180 18 ug/kg
91-57-6 2-Methylnaphthalene ND 180 18 ug/kg
91-20-3 Naphthalene ND 180 18 ug/kg
88-74-4 2-Nitroaniline ND 180 42 ug/kg
99-09-2 3-Nitroaniline ND 180 21 ug/kg
100-01-6 4-Nitroaniline ND 180 53 ug/kg
98-95-3 Nitrobenzene ND 180 18 ug/kg
621-64-7 N-Nitrosodi-n-propylamine ND 180 18 ug/kg
86-30-6 N-Nitrosodiphenylamine ND 180 20 ug/kg
85-01-8 Phenanthrene ND 180 18 ug/kg
129-00-0 Pyrene ND 180 21 ug/kg
120-82-1 1,2,4-Trichlorobenzene ND 180 22 ug/kg
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
367-12-4 2-Fluorophenol 67%40-102%
4165-62-2 Phenol-d5 77%41-100%
118-79-6 2,4,6-Tribromophenol 54%42-108%
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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SGS North America Inc.
Report of Analysis Page 3 of 3
Client Sample ID:SP-1
Lab Sample ID:FC12304-1 Date Sampled:01/02/24
Matrix:SO - Soil Date Received:01/03/24
Method:SW846 8270E SW846 3550C Percent Solids:90.9
Project:Classic Coffee-Brownfield; 1016 Montana Dr, Charlotte, NC
ABN TCL List
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
4165-60-0 Nitrobenzene-d5 72%40-105%
321-60-8 2-Fluorobiphenyl 65%43-107%
1718-51-0 Terphenyl-d14 72%45-119%
(a) Associated CCV outside of control limits high, sample was ND.
(b) Associated CCV outside of control limits low.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:SP-1
Lab Sample ID:FC12304-1 Date Sampled:01/02/24
Matrix:SO - Soil Date Received:01/03/24
Method:SW846 8015C Percent Solids:90.9
Project:Classic Coffee-Brownfield; 1016 Montana Dr, Charlotte, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 1U20156.D 1 01/09/24 10:43 KM n/a n/a G1U869
Run #2
Initial Weight Final Volume Methanol Aliquot
Run #1 5.59 g 5.0 ml 100 ul
Run #2
CAS No.Compound Result RL MDL Units Q
TPH-GRO (C6-C10)ND 5.4 2.2 mg/kg
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
460-00-4 4-Bromofluorobenzene 93%56-149%
98-08-8 aaa-Trifluorotoluene 104%66-132%
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:SP-1
Lab Sample ID:FC12304-1 Date Sampled:01/02/24
Matrix:SO - Soil Date Received:01/03/24
Percent Solids:90.9
Project:Classic Coffee-Brownfield; 1016 Montana Dr, Charlotte, NC
General Chemistry
Analyte Result RL Units DF Analyzed By Method
Ignitability (Flashpoint) a >200 Deg. F 1 01/03/24 13:35 CC SW846 1020C MOD
Solids, Percent 90.9 %1 01/04/24 14:02 CC SM19 2540G
pH b 8.14 su 1 01/03/24 11:05 CC SW846 9045D
(a) Not Ignitable.
(b) Temp of pH Reading: 22.6 Deg. C
RL = Reporting Limit
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SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:SP-1
Lab Sample ID:FC12304-1L Date Sampled:01/02/24
Matrix:SO - Soil Date Received:01/03/24
Percent Solids:90.9
Project:Classic Coffee-Brownfield; 1016 Montana Dr, Charlotte, NC
Metals Analysis, TCLP Leachate SW846 1311
Analyte Result HW#MCL RL Units DF Prep Analyzed By Method Prep Method
Arsenic <0.10 D004 5.0 0.10 mg/l 1 01/05/24 01/06/24 LM SW846 6010D 2 SW846 3010A 4
Barium <2.0 D005 100 2.0 mg/l 1 01/05/24 01/06/24 LM SW846 6010D 2 SW846 3010A 4
Cadmium <0.050 D006 1.0 0.050 mg/l 1 01/05/24 01/06/24 LM SW846 6010D 2 SW846 3010A 4
Chromium <0.10 D007 5.0 0.10 mg/l 1 01/05/24 01/06/24 LM SW846 6010D 2 SW846 3010A 4
Lead <0.050 D008 5.0 0.050 mg/l 1 01/05/24 01/06/24 LM SW846 6010D 2 SW846 3010A 4
Mercury <0.0050 D009 0.20 0.0050 mg/l 1 01/05/24 01/05/24 ST SW846 7470A 1 SW846 7470A 3
Selenium <0.10 D010 1.0 0.10 mg/l 1 01/05/24 01/06/24 LM SW846 6010D 2 SW846 3010A 4
Silver <0.10 D011 5.0 0.10 mg/l 1 01/05/24 01/06/24 LM SW846 6010D 2 SW846 3010A 4
(1) Instrument QC Batch: MA19951
(2) Instrument QC Batch: MA19955
(3) Prep QC Batch: MP43365
(4) Prep QC Batch: MP43367
RL = Reporting Limit
MCL = Maximum Contamination Level (40 CFR 261 7/1/11)
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SGS North America Inc.
Misc. Forms
Custody Documents and Other Forms
Includes the following where applicable:
• Chain of Custody
Orlando, FL
Section 4
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FC12304: Chain of Custody
Page 1 of 3
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4.
1
Job Number:fc12304 Client:CDG, INC.
Date / Time Received:1/3/2024 9:15:00 AM Delivery Method:FED EX
Project:CLASSIC COFFEE-BROWNSFIELD
Airbill #'s:6840 3320 1562
Cooler Information
1. Custody Seals Present:
Y or N
2. Custody Seals Intact:
4. Cooler temp verification:
3. Temp criteria achieved:
5. Cooler media:
IR Gun
Ice (Bag)
Trip Blank Information Y or N N/A
1. Trip Blank present / cooler:
2. Trip Blank listed on COC:
Sample Information
1. Sample labels present on bottles:
2. Samples presented properly
3. Sufficient volume/containers recv'd for analysis
4. Condition of sample:
5. Sample recv'd within HT
6. Dates/Times/IDs on COC match sample label
7. VOCs have headspace
8. Bottles received for unspecified tests
9. Compositing instructions clear
10. Voa Soil Kits/Jars received past 48hrs?
Intact
Comments FROZEN @1045 ON 01/03/23
Cooler Temps (Raw Measured) °C:
Cooler Temps (Corrected) °C:
Cooler 1: (4.0);
Cooler 1: (4.4);
Sample Receipt Summary 112723 EK
SGS - Orlando Sample Receipt Summary
Test Strip Lot #s:pH 0-3:226422 pH 10-12:Other: (Specify)pH 1.0 - 12.0 222221
3. Type of TB Received
W or S N/A
Y or N N/A
11. % Solids Jar Received?
12. Residual Chlorine Present?
Misc Information
Number of Encores:25 Gram 5 Gram
Residual Chlorine Test Strip Lot #
Number of Lab Filtered Metals:
Technician:SHAYLAP Date:1/3/2024 10:26:12 AM Reviewer:Date:
FC12304: Chain of Custody
Page 2 of 3
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TAT (Days):1
Received Date:1/3/2024
Due Date:1/18/2024
Project Description:Classic Coffee-Brownfield; 1016 Montana Dr, Ch
Account Name:Shield Engineering, Inc
Deliverable:COMMA
Requested Date:1/18/2024
Job Change Order:FC12304
PM:DFC/O Initiated By:DWAYNE_F
Sample #:FC12304-1
Change:Please remove 8260 results and DRO/GRO results from the report.
Dept:LOGIN
=========================================================================================================================
Client ID:SP-1 TAT:1
Above Changes Per:
To Client: This Change Order is confirmation of the revisions, previously discussed with the Client Service Representative.
Date/Time:1/18/2024
Page 1 of 1
Client
FC12304: Chain of Custody
Page 3 of 3
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