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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