HomeMy WebLinkAbout20221197 Ver 2_Chapter F - DEQ Brownfield Documents_20230302Chapter F: DEQ Brownfield Documents
GPI I-":- E NAB REY F 11
Development I Construction I Management
NAProjects\2022\FLA-2200811.00\70-Permitting\71-Application\I P\20230124 I P
Supplemental Narrative .docx
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
MICHAEL SCOTT
Director
NORTH CAROLINA
Environmental Quality
VIA EMAIL (bryan.k.rodenreynolds ,usace.aLM.mil)
January 23, 2023
Bryan Roden -Reynolds, PWS
Senior Regulatory Project Manager
U.S. Army Corps of Engineers
Wilmington District
8430 University Executive Park Drive
Charlotte, NC 28262
Re: Letter of Support re: Permit Application for Stream Realignment and Restoration
3027 and 3035 North Tryon Street, Charlotte, North Carolina
Mr. Roden -Reynolds:
The Moss Trucking property (BP426008-22-060) is currently an eligible Brownfields Project in
the North Carolina Brownfields Redevelopment Section (NCBRS). It is the NCBRS'
understanding that the Prospective Developer, Embrey Partners, LLC (Embrey) has applied to
your agency for a permit to realign and restore a stream on the Brownfields Property. We support
Embrey's restoration efforts and will continue to work with Embrey toward the successful
redevelopment of the Brownfields Property.
Please let us know if we can provide any additional information in support of this project.
Sincerely,
William L. Schmithorst
Project Manager
Brownfields Redevelopment Section
D E QJ� North Carolina Department of Environmental Quality I Division of Waste Management
217 West Jones Street 1 1646 Mail Service Center I Raleigh, North Carolina 27699-1646
Novm+onaouw.
o.wm�.mm uW.... I uuanq 919.707.8200
Table 3
Summary of Groundwater Analytical Data
Moss Trucking Company
Charlotte, North Carolina
Brownfields Project No. 26008-22-060
H&H Job No. EMB-005
Sample ID
TMW-1
TMW-2
TMW-3
TMW-4
TMW-5
TMW-6
TMW-7/GW-DUP
TMW-8
TMW-9
TMW-10
Trip Blank
Residential
Non -Residential
2L Standards I+I
GWSLs (�1
GWSLs I2)
Date
5/18/2022
5/18/2022
5/17/2022
5/18/2022
5/18/2022
5/18/2022
3/22/2022 3/22/2022
3/22/2022
3/22/2022
3/22/2022
3/22/2022 5/18/2022
Units
µg/L
VOCs (8260D)
Benzene
<0.34
0.62 J
<0.34
<0.34
<0.34
<0.34
<0.34
<0.34
<0.34
<0.34
<0.34
<0.34
<0.34
1.0
1.6
6.9
Bromomethane
4.8
<1.7
<1.7
2.2
1.7 J
5.2
<1.7
<1.7
<1.7
<1.7
<1.7
<1.7
<1.7
10
3.5
15
Chloroform
<0.43
<0.43
<0.43
<0.43
3.3
<0.43
<0.43
<0.43
1.6
<0.43
<0.43
<0.43
<0.43
70
0.81
3.6
Chloromethane
116
<0.54
<0.54
43.1
35.2
124
<0.54
<0.54
<0.54
<0.54
<0.54
<0.54
<0.54
3.0
52
220
Ethylbenzene
<0.30
0.55 J
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
600
3.5
15
Methyl tert-butyl ether (MTBE)
1.6
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
20
450
2,000
Naphthalene
<0.64
13.1
<0.64
<0.64
<0.64
<0.64
<0.64
<0.64
<0.64
<0.64
<0.64
<0.64
<0.64
6.0
4.6
20
Tetrachloroethene
<0.29
<0.29
<0.29
<0.29
<0.29
<0.29
2.0
2.0
4.6
<0.29
<0.29
<0.29
<0.29
0.7
12
48
Toluene
<0.48
<0.48
<0.48
<0.48
0.51 J
4.9
<0.48
<0.48
<0.48
<0.48
<0.48
<0.48
<0.48
600
3,800
16,000
SVOCs (8270E)
Acenaphthene
<1.8
3.1 J
<1.7
<1.8
<2.0
<1.7
<1.8
<1.7
<1.8
<2.0
<1.8
80
NE
NE
Di-n-butylphthalate
2.8 J
<1.8
<1.8
<2.0
<2.2
<1.8
<2.0
<1.8
<2.0
<2.2
<2.0
700
NE
NE
1-Methylnaphthalene
<1.8
45.8
<1.7
<1.8
<2.0
<1.7
<1.8
<1.7
<1.8
<2.0
<1.8
NE
NE
NE
2-Methylnaphthalene
<1.7
13.1
<1.6
<1.7
<1.9
<1.6
<1.7
<1.6
<1.7
<1.9
<1.7
30
NE
NE
Naphthalene
<1.9
4.8 J
<1.7
<1.9
<2.1
<1.7
<1.9
<1.7
<1.9
<2.1
<1.9
6.0
4.6
20
Phenanthrene
<1.8
3.2 J
<1.7
<1.8
<2.0
<1.7
<1.8
<1.7
<1.8
<2.0
<1.8
200
NE
NE
Metals (6020B/7470A)
Arsenic
0.27 J
1.9
0.13 J
0.39 J
0.29 J
0.34 J
<0.083
<0.083
0.16 J
0.92
<0.083
10
Barium
43.5
42.3
147
148
68.4
97.4
25.1
22.6
75.3
350
14.2
700
Cadmium
0.058 J
0.17
0.029 J
0.023 J
0.10
0.52
0.024 J
<0.016
0.028 J
0.059 J
0.020 J
2.0
Chromium (total)
1.6 J
2.5
0.89 J
2.7
1.7 J
5.3
0.72
0.67
1.7
17.5
2.1
10
Lead
0.90
5.6
0.19 J
0.76
4.4
4.5
0.075 J
0.071 J
0.72
4.4
0.074 J
15
Mercury
<0.095
<0.095
<0.095
<0.095
<0.095
<0.095
<0.070
<0.070
<0.070
<0.070
<0.070
1.0
0.18
0.75
Selenium
0.17 J
0.24 J
<0.067
0.077 J
0.15 J
0.20 J
0.63
0.58
0.67
0.24 J
<0.067
20
Silver
<0.16
<0.16
<0.16
<0.16
<0.16
<0.16
<0.16
<0.16
<0.16
<0.16
<0.16
20
Notes:
1) North Carolina Department of Environmental Quality (DEQ) 15A NCAC 02L.0202 Groundwater Standards (2L Standards) dated April 2022
2) NC DEQ Division of Waste Management (DWM) Vapor Intrusion Groundwater Screening Levels (GWSLs) dated January 2022
Concentrations are reported in micrograms per liter Ipg/L)
Compound concentrations are reported to the laboratory method detection limits
Laboratory analytical methods are shown in parentheses
With the exception of metals, only constituents detected in at least one sample are shown in the table above
Bold values exceed the 2L Standarc
Underlined values exceed the DWM Residential GWSL
VOCs = volatile organic compounds; SVOCs = semi -volatile organic compunds; NE = not established; -- = not applicable; BDL = below laboratory method detection limit
J = estimated value between the laboratory detection limit and the laboratory reporting limit
Table 3 (Page 1 of 1)
hdps:/R.ahick.sharepoi...W.i../MasterFiles-1/Shared Documents/ -Master Prolacta/Embry(EMByEMB.0053027 N Tryon Street B,o ,,lda/rabl,s Data Tables Hart & Hickman, PC
9/16/2022
Table 4
Summary of Surface Water Analytical Results
Moss Trucking Company
Charlotte, North Carolina
Brownfields Project No. 26008-22-060
H&H Job No. EMB-005
Sample ID
SW-1/SW-DUP
SW-2
SW-3
2B Standards(')
Sample Date
03/21/22
03/21/22
05/17/22
05/17/22
Acute
Chronic
Units
pg/L
VOCs (8260D)
Chloromethane
<0.54
<0.54
25.6
13.8
NE
NE
SVOCs (8270E)
ALL BDL
ALL BDL
ALL BDL
ALL BDL
RCRA Metals (6020/7470)
Arsenic
1.2
1.2
1.5
1.7
340
150
Barium
47.4
46.6
41.7
42.9
21,000`
NE
Cadmium
0.022 J
0.026 J
0.041 J
0.11
3.19 (2)
0.48 (2)
Chromium (Total)
0.45 J
0.58
0.71 J
14.4
657 (2)
85.46 (2)
Lead
0.27
0.22
0.41 J
1.8
78.01 (2)
3.04 (2)
Mercury
<0.070
<0.070
<0.095
<0.095
0.012
NE
Selenium
0.16 J
0.18 J
0.14 J
0.21 J
5
NE
Silver
0.17 J
0.17 J
<0.16
<0.16
4.34121
NE
Hardness (SM 2340)
Total Hardness
112,000
117,000
120,000
128,000
--
Notes:
1) North Carolina 15A North Carolina Administrative Code 02B.0202 Surface Water Quality Standards (213 Standards) for Class C Surface Waters dated July 2021.
2) Standard derived using the DEQ Hardness -Dependent Metal Calculator dated July 26, 2021 using the mean in -stream hardness value of 119 milligrams per liter as CaCO3.
`North Carolina In -Stream Target Values for Class C Surface Waters
Samples were collected from on -Site portions of an unnamed tributary of Derita Branch.
Compound concentrations are reported in micrograms per liter (pg/L).
Compound concentrations are reported to the laboratory method detection limits.
Laboratory analytical methods are shown in parentheses.
With the exception of metals, only those compounds detected in at least one sample are shown in the table above.
VOCs = volatile organic compounds; SVOCs = semi -volatile organic compounds; NE = not established; BDL = below laboratory method detection limit; -- = not applicable
J = estimated value between the laboratory detection limit and the laboratory reporting limit
Table 4 (Page 1 of 1)
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Embrey (EMB)/EMB.005 3027 N Tryon Street BrownfieldsfTables/Data Tables
9/16/2022 Hart & Hickman, PC