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Home My WebLink About20050 Rite Aid CNE Soil Export B3 approval 20221221+maps December 21, 2022 Sent Via E-mail Mr. Scott Carr ATCO Camp North End 300 Camp Road Charlotte, North Carolina 28206 scott@camp.nc Subject: Brownfields Soil Management Approval Camp North End Building 3 Rite Aid Brownfields Property Charlotte, Mecklenburg County Brownfields Project No. 20050-16-060 Dear Mr. Carr: The North Carolina Department of Environmental Quality (DEQ) Brownfields Program received and reviewed a request to export an approximate 3,100 cubic yards of soils from the redevelopment of Building 3 (B3) at the CAMP North End/Rite Aid Brownfields Property. This request was submitted on your behalf by Mr. Andrew Besu of Hart & Hickman, PC (H&H) in his Camp North End In Situ Soil Sampling Request Email dated December 20, 2022. DEQ Brownfields reviewed the soil analytical data provided in the CNE B3 In-Situ Data Summary Package prepared by H&H. Based on our review of the data provided, the DEQ Brownfield Program agrees that these soils may be exported to the following options for areas CS-2 through CS-5 to Old 27 Landfill (114 Tate Street Mount Holly, Mecklenburg County, Permit No. 36-A-LCID), or all areas (CS-1 through CS-5)to Municipal Solid Waste (MSW) Landfill, or at another Brownfields Property with prior DEQ Brownfields approval. Other options may be available; however, DEQ requires that the receiving facility be identified and approved prior to export. The receiving facility should have metals concentrations which are consistent with those from the Brownfields Property. All soil export must be conducted under a DEQ Brownfields approved Environmental Management Plan (EMP). Per the CNE EMP, the soils will be field screened during excavation prior to export from the property. If unanticipated impacts are identified during excavation, please refer to the EMP for further actions and cease transfer until appropriate characterization can be completed. In addition, in accordance with the CNE EMP, an annual Redevelopment Summary Report will be submitted to DEQ Brownfields. Details related to the disposition of this soil including but not limited to, total volume, general description of field screening efforts, etc. should be included with the Redevelopment Summary Report. Please be advised that this approval 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. If you have any questions, please feel free to contact me at 704-661-0330, or via e-mail at Carolyn.minnich@ncdenr.gov Sincerely, Carolyn Minnich Brownfields Project Manager ec: BF Property Management Unit Andrew Besu ABesu@harthickman.com Matt Ingalls MIngalls@harthickman.com SSSSSSSSSSSSSSSSWWWWWWWWW WWWWWWWWW GASGASGASGASGASGAS FOFOFOFOFOFOFOFOFOFOFOUGEUGEUGEUGEUGEUGEUGE UGE UGE PA PA PA EX. 701 KESWICK AVE. TO REMAIN (LDUUMUDD-2020-00066) 755 756 754 753 752 751 750 749748 749 749 748 748 750 748 749749749750751752751750749749 749 FFE: 752.75 FFE: 749.50 FFE: 749.50 TC:749.26 BC: 748.76 748.60 EG 748.43 EG748.69 FG 752.56 EX. TW 751.30 EX. BW 752.50 EX. TW 748.98 EX. BW 752.50 EX. TW 748.56 EX. BW 748.82 EG 747.88 EX. TC 747.49 EX. BC 747.74 EG 748.95 EG 748.69 EG 748.73 EG 748.93 EG 749.47 EG 749.62 EG750.22 BP749.86 EG 749.52 EG 749.48 EG 748.66 EG 748.17 EG 747.95 EG PA PA PA PA1.0%1.0%1.0%MATCH EXISTING TP 748.07 PA PA 748.07 FG PA PA PA PA 748.48 FG 748.35 FG TC:748.70 BC: 748.20 TC:748.77 BC: 748.27 748.62 FG 748.28 FG 748.40 FG 749.48 FG TC:749.01 BC: 748.51 748.86 FG 748.52 FG 748.64 FG TC:749.28 BC: 748.78 749.13 FG 748.79 FG 748.91 FG TC:749.53 BC: 749.03 749.38 FG TC:749.54 BC: 749.04 749.54 FG TC:749.68 BC: 749.18 749.53 FG 749.19 FG 749.36 FG TC:749.61 BC: 749.11 749.45 FG TC:749.63 BC: 749.13 749.24 FG TC:749.45 BC: 748.95 749.29 FG TC:749.44 BC: 748.94 749.14 FG 748.72 FG 749.06 FG 749.01 FG TC:749.25 BC: 748.75 PROP. DI-01 RIM: 748.15 PROP. DI-05 RIM: 748.52 PROP. DI-03 RIM: 748.09 PROP. DI-06 RIM: 747.73 PROP. CB-08 RIM: 747.92 PROP. DI-04 RIM: 747.78 PROP. DI-07 RIM: 747.52 PROP. SDMH-11 RIM: 752.84 PROP. DI-10 RIM: 748.81 749.48 FG 749.48 FG 749.48 FG 749.48 FG 749.48 FG 749.48 FG 749.36 FG 749.54 FG 749.45 FG 749.48 FG 749.48 FG 749.47 FG 749.50 FG 749.50 FG 749.48 FG TC:749.10 BC: 748.60 TC:749.28 BC: 748.78 749.27 FG 749.48 FG 749.46 FG 749.46 FG TC:749.34 BC: 748.84 TC:749.54 BC: 748.94 748.30 FG 748.26 FG 748.31 FG 748.35 FG 748.34 FG TC:748.73 BC: 748.23 TC:749.50 BC: 749.00 TC:749.17 BC: 748.67 TC:749.05 BC: 748.55 TC:748.93 BC: 748.43 TC:748.81 BC: 748.31 TC:748.72 BC: 748.22 TC:748.56 BC: 748.06 TC:748.44 BC: 747.94 TC:748.32 BC: 747.82 TC:748.32 BC: 747.82 TC:748.07 BC: 747.57 TC:747.97 BC: 747.47 3.13%3.13% 3.13%3.13% 3.13%3.13% 4.75% 1.50% 1.00% 749.34 FG 1.50% 749.30 FG1.09%0.86%1.18%1.12%0.53%749.53 FG 749.45 FG 749.40 FG 749.48 FG 749.35 FG 749.34 FG 749.33 FG 749.32 FG 749.09 FG 749.46 FG749.46 FG749.46 FG 749.48 FG 749.62 FG 749.67 FG749.55 FG 748.99 FG 748.90 FG748.85 FG 749.13 FG749.26 FG 749.18 FG 748.92 FG 748.53 FG 748.52 FG 748.40 FG 748.34 FG 748.40 FG 748.16 FG748.30 FG TC:748.15 BC: 747.65 748.38 EX. BS1.50%1.50%1.50%0.50% TC:747.96 BC: 747.46 748.32 FG 748.20 FG MATCH EX. GRADE3.13%3.13%3.13%3.13%3.13%3.13%752.73 FG 752.73 FG 752.73 FG752.71 FG 752.57 EX. TW 751.30 EX. BW 0.70% 2.18% 0.50% 749.27 BP TC:749.41 BC: 748.91 TC:748.77 BC: 748.27 748.61 FG 748.90 FG TC:749.06 BC: 748.56 749.07 FG TC:749.22 BC: 748.72 748.78 FG TC:748.93 BC: 748.43 748.65 FG TC:748.81 BC: 748.31 748.56 FG TC:748.72 BC: 748.22 0.50%0.50% 748.40 FG TC:748.56 BC: 748.06 748.29 FG TC:748.44 BC: 747.94 748.16 FG TC:748.32 BC: 747.82 748.05 FG TC:748.21 BC: 747.71 747.92 FG TC:748.07 BC: 747.57 747.81 FG TC:747.97 BC: 747.47 747.80 FG TC:747.96 BC: 747.46 748.50 FG 3:13:13:13:13:13:1 3:1 3:1 749.02 EG PROP. DI-09 RIM: 748.81 PROP. DI-02 RIM: 748.15 PA PA PA 748.29 FG 749.40 TS 748.40 BS MATCH EX. GRADE 749.32 FG 749.12 BS 752.62 TS 748.84 BS 752.34 TS 749.18 FG 748.96 BS 752.46 TS EX. 748.69 BS 749.69 FG 749.85 FG 749.92 FG 749.78 FG 749.53 FG 749.25 FG 749.02 FG 1.5% MAX 1.5% MAX 1.5% MAX CAMP NORTH END - MULTI-FAMILY BUILDINGS ATCO 115 RAZADES WAY CHARLOTTE NC 1021272 GRADING PLAN N/A LDI LDI LDI CB4-00 9/6/2022 9:38 AM CASSIDY FRANKLIN \\CHFILES\PROJECTS\_2021\1021272\CAD\DOCUMENTATION\1021272_PLN_GRAD.DWG KEY MAP SEAL SHEET NUMBER SHEET TITLE LANDDESIGN PROJ.# SCALE PROJECT NORTH NO.DESCRIPTION DATE REVISION / ISSUANCE ORIGINAL SHEET SIZE: 24" X 36" VERT: HORZ: CHECKED BY: DRAWN BY: DESIGNED BY: 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 09/06/2022 1 03.21.2022PERMIT SET 2 05.31.2022REVISION 1 3 08.11.2022REVISION 3 4 09.06.2022REVISION 4 RAZADES WAY EX. BUILDING 3A TO REMAIN EX. BUILDING 3A TO REMAIN EX. MULTI-FAMILY TO REMAIN (LDUUMUDD-2020-00066) EX. PARKING DECK TO REMAIN (LDUUMUDD-2020-00066) PROPOSED MULTI-FAMILY EX. BUILDING 3B TO REMAIN CONNECTION 6 CAMP ROAD(LDUUMUDD-2020-00066)GENERAL NOTE: CONTRACTOR TO DIFFER TO LANDSCAPE DRAWINGS FOR DETAILS ON TOP 10" OF PLANTER BED AND PLANTED AREA SOIL PREPARATION. ALL DROP INLETS WITHIN CONNECTION G & CONNECTION 6 TRAVEL LANES TO BE TRAFFIC BEARING PER NCDOT STD. DETAIL 840.35 ALL CONCRETE FINISHES AND FINAL MATERIAL TO BE DESIGNATED ON NBWLA L3.1.10 & L3.1.20 CONTRACTOR TO AERATE SOIL BED PREPARATION PER NBWLA DRAWINGS WITHIN 7 DAYS OF LANDSCAPER APPLICABLE PLANTER BED INSTALL 0 1"= 10'20'40' 20'CONNECTION GPROP. INTERNAL GRADE TRANSITION FROM 752.80' FFE TO 749.50' FFE EX. EDGE OF PARKING LOT PAVEMENT TO REMAIN PROP. SEAT WALL. SEE NBWLA SHEET L3.5.19 DETAILS 1& 2 FOR SPECIFICATIONS CONTRACTOR TO REFER TO NWBLA DRAWING SPECIFICATIONS FOR ALL GRADING, MATERIAL, AND SOIL SPECIFICATIONS FOR PLANTER AREAS AND BEDS CONTRACTOR TO AERATE SOIL BED PREPARATION PER NBWLA DRAWINGS WITHIN 7 DAYS OF LANDSCAPER APPLICABLE PLANTER BED INSTALL Table 1Summary of In-situ Soil Analytical Data Camp North EndRite Aid Brownfields Site Brownfields Project No. 20050-16-060 H&H Project: ATL-007Evaluation AreaSample IDSample Type Composite Grab Composite Grab Composite Grab Composite Grab Composite Grab Composite GrabDepth (ft bgs) 0-4 2-4 0-4 2-4 0-4 2-4 0-4 2-4 0-4 2-4DateUnitsRange MeanVOCs by EPA 8260AcetoneNA0.015 JNA0.004 JNA0.003 JNA0.011 JNA0.005 JNA0.005 J14,000 210,000 25 -- ---- --n-HexaneNA <0.0009 NA <0.0009 NA0.001 JNA0.001 JNA0.001 JNA <0.0010130540 55-- ---- --Methylene ChlorideNA0.003 JNA0.005 JNA0.005 JNA0.004 JNA0.004 JNA0.004 J58650 0.025-- ---- --SVOCs by 8270 Benzo(a)anthracene0.261 JNA <0.179 NA <0.178 NA <0.181 NA <0.182 NA <0.202 NA1.1210.35--------Benzo(a)pyrene0.236 JNA <0.189 NA <0.189 NA <0.192 NA <0.192 NA <0.214 NA0.11 2.10.12--------Benzo(b)fluoranthene0.326 JNA <0.188 NA <0.187 NA <0.190 NA <0.191 NA <0.213 NA1.1211.2--------Chrysene0.230 JNA <0.182 NA <0.182 NA <0.185 NA <0.186 NA <0.207 NA110 2,100 36--------Fluoranthene0.486 JNA <0.158 NA <0.158 NA <0.160 NA <0.161 NA <0.179 NA480 6,000 670--------Pyrene0.402 JNA<0.172 NA<0.172 NA<0.175 NA<0.175 NA<0.195 NA360 4,500 440---- -- --Metals by 6020/7199/7471Arsenic1.71 JNA1.62 JNA1.63 JNA1.99 JNA1.01 JNA2.16 JNA0.68 3.05.81.0 - 18 4.8<2.35 - 5.251.2 - 2.7Barium27.9NA79.0NA64.5NA39NA82.2NA26.6 JNA3,100 47,000 58050 - 1,000 356--64 - 220Cadmium<0.176 NA<0.170 NA<0.170 NA<0.173 NA<0.173 NA<0.193 NA1.4203.01.0 - 10 4.3<1.12 - 1.64<0.045 - <0.051Chromium39.9NA65.7NA71.4NA33.6NA17.6NA92.4NANENENE7.0 - 300 6523.4 - 70.737 - 90Chromium (III)39.9NA65.046NA71.035NA33.404NA17.6NA92.4NA24,000 350,000 360,000NSNS23.4 - 70.736.7 - 89.7Chromium (VI)<0.188 NA0.654NA0.365NA0.196 JNA <0.187 NA <0.205 NA0.31 6.53.8NSNS<2.35 - 2.18 J<0.27 - 2.0Lead9.77NA7.93NA13.3NA8.09NA6.71NA13.6NA400 800270ND - 50 1613.3 - 53.46.6 - 18Mercury (Total)0.0179 JNA0.0164 JNA0.0175 JNA <0.0157 NA <0.0157 NA0.0204 JNA2.39.7NE0.03 - 0.52 0.121<0.108 - 0.3030.032 J - 0.074Selenium<1.97NA<1.91NA<1.90NA<1.93NA<1.94NA<2.16NA78 1,200 2.1<0.1 - 0.8 0.42<2.41 - 7.771.2 J - 4.1Silver<0.125 NA<0.121 NA<0.121 NA<0.123 NA<0.123 NA<0.137 NA78 1,200 3.4ND - 5.0 NS--<0.062 - <0.071Notes:1) NC Department of Environmental Quality (DEQ) Preliminary Soil Remediation Goals (PSRGs) dated July 2022 and based uponcarcinogenic total risk of 1.0 x 10-6 and non-carcinogenic target hazard quotient of 0.2.2) Range and mean values of background metals for North Carolina soils taken from Elements in North American Soils by Dragun and Chekiri, 2005.Cd and Ag concentrations were taken from Southeastern & Conterminous U.S. soils.3)Range of site-specific metal background concentrations collected by H&H at the Rite Aid Brownfields site on November 16, 2016 (excluding soil sample SSB-10).4) Range of Old 27 LCID landfill import site background metal concentrations collected by H&H on December 17, 2020.With the exception of metals, only constituents detected in at least one sample are shown.Bold indicates exceedance of Residential PSRG and background concentrations.Gray shading indicates an exceedance of Protection of Groundwater PSRG and background concentrations.Laboratory analytical methods are shown in parentheses.Compound concentrations are reported to the laboratory method detection limits.VOCs = Volatile Organic Compounds; SVOCs = Semi-Volatile Organic Compounds; ft bgs = feet below ground surfaceNE = Not Established; NS = Not Specified; NA = Not Analyzed; -- = Not Applicable; LCID = land-clearing and inert debris landfillJ = Compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in a laboratory estimated concentration.Old 27 LCID Range of Background Metal Concentrations (4)Health Based PSRGs (1) ResidentialIndustrial/ CommercialArea-Specific Background Metal Concentrations (2)CS-3CS-4CS-5Site-Specific Background Metal Concentrations (3)Building 312/12/202212/12/202212/12/202212/12/2022CS-1CS-2/CS-DUPProtection of Groundwater0-212/12/2022mg/kghttps://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/ATCO LLC - ATC/ATL-007 Woodward Ave Multi-Family/In-Situ Soil Sampling 12.12.2022/Table 3 -Summary of In-situ Soil Analytical DataTable 1Hart & Hickman, PC