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HomeMy WebLinkAbout24010_Yandle Witherspoon Decision Memo 202311011 Yandle-Witherspoon/24010-20-060/20231101 DECISION MEMORANDUM DATE: November 1, 2023 FROM: Bill Schmithorst TO: BF Assessment File RE: Yandle Witherspoon 1001, 1019, 1021 and 1101 North Brevard Street; 314 Belmont Ave. Charlotte, Mecklenburg County BF # 24010-20-060 Based on the following information, it has been determined that the above referenced site, whose intended use is for no uses other than high density residential, industrial, office, retail, restaurant, brewery or food production facility, recreation, institutional, entertainment, hotel, open space, parking, and with DEQ’s prior written approval, other commercial uses, can be made suitable for such uses. Introduction: The Brownfields Property consists of approximately 3.34 acres located at 1001/1019/1101 North Brevard Street and 314 Belmont Avenue in Charlotte, Mecklenburg County, North Carolina and located on five contiguous parcels (parcel identification numbers 08104102, 08104103, 08104105, 08104201, and 08104203), the alleyway between parcels 08104203 and 08104102, and land located between the Seaboard Coastline railroad and parcel 08104102 (no street address or parcel ID number available). The Prospective Developer is WP Yandle, LLC. The Brownfields Property is currently vacant. The Brownfields Property Application was amended on March 23, 2021 and the following information provides clarification on the changes made to the original Brownfields Property Application.  Parcel 08104201 (1101 N. Brevard Street, Charlotte, NC 28206): This parcel is subject to the Highland Park Mill Brownfields Agreement (NCBP# 20005-16- 060). The new Brownfields Agreement will supersede the Highland Park Mill Brownfields Agreement as to this parcel. PD’s affiliate, White Point Paces Partners, L.P. (f/k/a White Point Paces Partners, LLC), owns this parcel.  Parcel 08104105 (no address available): This is a small, square parcel (0.2 acres) behind the Yandle-Witherspoon building located on parcel 08104102. The ownership records for this parcel are unclear, but PD recently acquired the parcel by quitclaim deed from Mr. Yandle and Mr. Witherspoon (former owners of parcel 08104102). 2 Yandle-Witherspoon/24010-20-060/20231101  PD acquired the parcels located to west of existing building on parcel 08104102 (no addresses available) in February 2021.  Alleyway: PD is pursuing an abandonment of the alleyway located between parcels 08104102/08104103 and parcels 08104203/08104201 from the City of Charlotte. Note that parcel 08104203 did not exist at the time of the February 18, 2020 Brownfields Property Application. At the time of application, that parcel was part of parcel 08104202. Parcel 08104203 was subdivided out of parcel 08104202. The current parcel 08104202 is not proposed to be included in the subject Brownfields project. The PD proposes that the new Brownfields agreement supersede the Highland Park Mill Brownfields Agreement as to parcels 08104201, 08104103, and 08104203. These parcels will be incorporated into the new development. Redevelopment Plans: The PD is planning to develop a high density multifamily residential apartment complex, commercial/retail/office building, and an above ground open‐air parking deck. Site History: Parcel 08104102 was developed with multiple residences from at least 1911 until they were demolished in the late 1960s. From at least 1929 to the 1980s, a railroad spur that provided access to the neighboring Highland Park Mill traversed the Brownfields Property. By the early 1950s, the parcel was also developed with a commercial building that contained a wholesale fruit distributor and a paint supplier. The parcel was developed with the current building in the mid-1970s, and additions to the current building were made in the early 1990s. Portions of the Brownfields Property along the northern and northwestern border remained wooded until the development of the CA TS Blue Line Extension (light rail). Parcel 08104103 and the portion of parcel 08104202 were historically associated with the former Highland Park Mill and are subject to the Highland Park Mill Brownfields Agreement (NCBP# 20005-16-060). The site formerly operated a 2,000-gallon gasoline UST for on-site fueling operations. During the removal of the UST in 1990, petroleum impacted soils were discovered. Closure soil sample analytical results indicated that no compounds were detected at concentrations above the DEQ UST Section Action Levels or Maximum Soil Contaminant Concentrations (MSCCs). Based on closure soil sample results, NCDEQ issued a No Further Action letter in October 2007 (Leaking UST Incident No. 36379). In October 2011, during a railway expansion project, one 275-gallon UST was removed from the CSX property. Closure soil samples collected after UST removal activities did not identify VOCs, SVOCs, volatile petroleum hydrocarbons, or extractable petroleum hydrocarbons at concentrations above the regulatory screening criteria (LUST Incident No. 40001). The DEQ UST Section issued a NFA letter for the petroleum release incident on December 21, 2011. 3 Yandle-Witherspoon/24010-20-060/20231101 The portion of the Brownfields Property located at 1101 North Brevard Street (Parcel 08104203; NCBP# 20005-16-060) was used as a church, a woodworking business, and, from approximately 1959 until 1979, a dry cleaner (Gay Laundry and Cleaners). The former dry cleaners was assessed and remediated while participating in the DEQ Dry- Cleaning Solvent Cleanup Act (DSCA) program (Project ID No. DC600044). In addition, a brownfields environmental assessment was also conducted on the property under Brownfields Project No. 20005-16-060. The building is now used as office space. The parcel has a groundwater land use restriction under a Notice of Dry-Cleaning Solvent Remediation deed restriction filed on August 23, 2010. The former Brownfields Agreement for this parcel will be superseded by the Yandle-Witherspoon agreement. During 2018 redevelopment activities associated with the northern adjoining Highland Park Mill Brownfields property and Norfolk Southern Intermodal Facility II Brownfields property, excess soil generated during stormwater pipe and other utility installation improvements was stockpiled in the northern portion of the Brownfields Property, behind the former Gay Laundry Site building. Excess soil was stockpiled in accordance with the Norfolk Southern Environmental Management Plan, which allowed the transfer of soils between the Highland Park Mill and Norfolk Southern Brownfields properties. In October 2018, composite soil samples (CS-05 and CS-06) were collected to characterize the stockpile for disposal. Potential offsite sources of groundwater and surface water contaminants include the Consolidated Engravers facility. The Consolidated Engravers facility operated as a textile mill from the late 1880s until at least the mid-1950s on the adjacent property located west and upgradient of the Brownfields Property. The facility was entered into the DEQ Inactive Hazardous Sites Branch (IHSB) following discovery of impacted groundwater attributed to historical mill operations (IHSB ID No. NCD003162500). The property later became the Alpha Mills Brownfields Property (NCBP# 07009-03-060). Potential Receptors: Potential receptors are: construction workers, on-site workers, and future residents. Contaminated Media: DEQ has evaluated data collected from the following media at the subject property: soil, groundwater, exterior soil gas, sub-slab soil vapor, sediment, and surface water. DEQ relies on the following data to base its conclusions regarding the subject property and its suitability for its intended reuse. Please see the Brownfield Agreement’s Exhibit 2 for specific sample locations, dates, and contaminants of concern (COCs). Soil  Several SVOC compounds were detected above Residential PSRGs in shallow soil.  Arsenic detected in soil above Residential PSRGs up to a concentration of 7.19 mg/kg.  Hexavalent chromium up to 2.04 mg/kg  Stockpiled soil was previously removed from the Brownfields Property. 4 Yandle-Witherspoon/24010-20-060/20231101 Groundwater  Several VOCs were detected in groundwater, including trichloroethylene (up to 31 μg/L) and Tetrachloroethylene (up to 24 ug/L). It is unknown if the source of the VOCs is onsite or offsite.  PCE and TCE were also detected above NC Residential VISLs for groundwater.  Several metals were detected above NC 2L Groundwater Standards.  The environmental reports attribute the elevated metals concentrations to high turbidity in the groundwater samples collected in 2001 and 2016. Dissolved metals were not detected above 2L Standards in the most recent groundwater samples collected at the Brownfields Property. Surface Water  PCE was detected up to 15.5 μg/L  TCE was detected up to 4.8 μg/L  Other compounds detected with no established standard included bromodichloromethane, cis-1,2-dichloroethene, and toluene.  The source of the VOCs is suspected to be offsite and upgradient of the Brownfields Property. Exterior Soil Gas Laboratory results indicated that no VOCs were detected in soil vapor samples above Residential VISLs. Sub-Slab Vapor Laboratory results indicated that no VOCs were detected in soil vapor samples above Residential VISLs. TCE was detected up to µg/m3. Indoor Air No indoor air samples were collected. The site buildings were demolished. Sediment Arsenic and hexavalent chromium were detected in sediment above Residential PSRGs. Risk Calculations: Risk calculations were performed using the January 2023 DEQ Risk Calculator https://deq.nc.gov/permits-rules/risk-based-remediation/risk-evaluation-resources. Data from the site-wide sampling locations exhibiting the highest concentrations were used for calculating risk. Results of the risk evaluation are presented in the following table. The risk calculations indicated the following based on available data, including the following media: groundwater, soil, exterior soil gas, sub-slab vapor, and surface water. 5 Yandle-Witherspoon/24010-20-060/20231101 Risk for Individual Pathways Output Form 1A Version Date: January 2023 Basis: November 2022 EPA RSL Table Site ID: 24010-20-060 Exposure Unit ID: Site Wide Soil, GW, Soil Gas, and Surface Water Receptor Pathway Carcinogenic Risk Hazard Index Risk exceeded? Soil 1.8E-05 2.9E-01 NO Groundwater Use* 3.0E-04 5.2E+00 YES Soil 2.8E-06 2.1E-02 NO Groundwater Use* 6.0E-05 9.5E-01 NO Construction Worker Soil 9.8E-07 2.1E-01 NO Soil 1.0E-05 1.6E-01 NO Surface Water* 3.7E-06 3.0E-01 NO Receptor Pathway Carcinogenic Risk Hazard Index Risk exceeded? Groundwater to Indoor Air 5.9E-06 1.3E+00 YES Soil Gas to Indoor Air 1.5E-06 1.4E-01 NO Indoor Air NC NC NC Groundwater to Indoor Air 1.0E-06 3.0E-01 NO Soil Gas to Indoor Air 1.0E-07 1.1E-02 NO Indoor Air NC NC NC DIRECT CONTACT SOIL AND WATER CALCULATORS Resident Non-Residential Worker Recreator/Trespasser VAPOR INTRUSION CALCULATORS Resident Non-Residential Worker Based on the results of the risk evaluation, the Residential Hazard Index risk threshold was exceeded for groundwater under a residential use scenario. The PD is installing a passive vapor mitigation system. Pre-occupancy indoor air sampling and sub-slab pressure monitoring will be required. Additional mitigation system monitoring requirements will be included in the Vapor Intrusion Mitigation System Plan. An Environmental Management Plan (EMP) will be required before the start of soil grading or excavation activities to prevent exposure to site workers and future residents from unacceptable levels of contaminants, and to manage the safe handling and disposal of potentially contaminated materials during construction. In addition, final grade soil sampling will be required prior to occupying the Brownfields Property. Depth to groundwater is shallow across the property and may be encountered during construction. Land Use Restrictions: Based on the site-specific data provided to the Brownfield Redevelopment Section, the site reuse is suitable for the site as long as the agreed upon land use restrictions in the BFA are abided by. PROPERTY MANAGEMENT ISSUES  Final grade sampling  Passive VIMS  Pre-occupancy sub-slab vapor and indoor air sampling  TCE was detected in groundwater and sub-slab soil vapor