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HomeMy WebLinkAbout25031_Wix Filtration II_Hexavalent Chromium Assessment Work Plan_20240329March 29, 2024 Hexavalent Chromium Assessment Work Plan WIX FILTRATION II 1301 & 1315 East Ozark Avenue Gastonia, Gaston County, North Carolina Brownfields Project Number 25031-21-036 Revision Number: 01 Prepared for: North Carolina Department of Environmental Quality Brownfields Redevelopment Section 610 East Center Avenue, Suite 301 Mooresville, North Carolina 28115 Prepared by: GTA Associates, Inc. 710 Peninsula Lane, Suite B Charlotte, North Carolina 28273 Corporate Professional Geologist License Number: C-435 GTA ASSOCIATES, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS A Practicing GBA Member Firm March 22, 2024 Kris Riddle Project Manager— Brownfields Redevelopment Section North Carolina Department of Environmental Quality 610 East Center Avenue, Suite 301 Mooresville, North Carolina 28115 Re: Hexavalent Chromium Assessment Work Plan Wix Filtration 11 1301 & 1315 East Ozark Avenue Gastonia, Gaston County, North Carolina Brownfields Project Number 25031-21-036 Dear Mr. Riddle: In accordance with the December 2, 2021 Letter of Eligibility (LOE) and April 4, 2023 Amended LOE issued to AAT, LLC (prospective developer) by the North Carolina Department of Environmental Quality (NCDEQ) Brownfields Redevelopment Section, GTA Associates, Inc. (GTA) has prepared this Data Gap Assessment Work Plan in accordance with NCDEQ — Brownfields Redevelopment Section's March 2023 Minimum Requirements Checklist —Site Assessment Work Plans and Reports for the Wix Filtration II Brownfields property located at 1301 & 1315 East Ozark Avenue in Gastonia, Gaston County, North Carolina. The general assessment strategy described herein was presented to NCDEQ during the May 2, 2023 Brownfields Project Kick-off Meeting with input from AAT, LLC, Moore & VanAllen, and GTA, comments received on the draft document dated July 6, 2023, and an onsite meeting with NCDEQ on July 14, 2023. We are looking forward to working with you on this Brownfields project. Please contact us at (704) 553-2300 if you have any questions or require additional information. Sincerely, GTA ASSOCIATES, INC. %Cpr,.,,,. ,, xy Ir w(fr s f SEAL = _ 024901 _ Benjamin Salazar John Wille P.E. Staff Scientist Vice President s:\Project Files\2021\31211876 Former Wix Filtration Corporation Plant\Doc\31211876 - Wix Filtration II Gastonia Hex Chro Assessment Work Plan.docx 701 Peninsula Lane, Suite B, Charlotte, NC 28273 (704) 553-2300 t Abingdon, MD t Baltimore, MD t Laurel, MD t Frederick, MD ♦ Waldorf, MD t New Castle, DE t Georgetown, DE ♦ Somerset NJ ♦ NYC Metro ♦ Pittsburgh Metro ♦ Quakertown, PA ♦ Scranton/Wilkes-Barre, PA ♦ York, PA t Northeastern, OH ♦ Sterling, VA ♦ Nashville, TN ♦ Charlotte, NC t Raleigh, NC t Orlando, FL Visit us on the web at www.gtaeng.com TABLE OF CONTENTS 1.0 INTRODUCTION............................................................................................................... I 1.1 Site Location, Address, and Acreage................................................................................. 1 1.2 Site History........................................................................................................................ 1 1.3 Data Gaps.......................................................................................................................... 3 2.0 SCOPE OF WORK............................................................................................................. 4 2.1 Media Sampling................................................................................................................. 4 2.1.1 Soil.............................................................................................................................. 4 3.0 SAMPLING METHODOLOGY....................................................................................... 5 3.1 Soil Sampling.................................................................................................................... 5 3.1.1 Surface Soil................................................................................................................. 5 4.0 LABORATORY ANALYSIS............................................................................................. 5 5.0 QA/QC PROCEDURES..................................................................................................... 6 6.0 INVESTIGATION DERIVED WASTE........................................................................... 6 7.0 REPORTING...................................................................................................................... 6 LIST OF FIGURES Figure 1 Figure 2 Figure 3 Figure 4 Figure 5 Site Location Map 2023 Aerial Photograph Preliminary Redevelopment Plan Historic Sample Locations Proposed Sample Locations LIST OF TABLES Table 1— Brownfield Sampling Matrix ATTACHMENTS DEQ Brownfields Redevelopment Section -Assessment Work Plan Approval Page HEXAVALENT CHROMIUM ASSESSMENT WORK PLAN DillE411aItI:7AIM0111 1301 &1315 EAST OZARK AVENUE GASTONIA, GASTON COUNTY, NORTH CAROLINA Brownfields Project Number 25031-21-036 1.0 INTRODUCTION 1.1 Site Location, Address, and Acreage The Wix Filtration II Brownfields property is located at 1301 & 135 East Ozark Avenue within the city limits of Gastonia, Gaston County, North Carolina (Figure 1). The Site is comprised of two vacant parcels of commercial land encompassing approximately 4.51 acres and currently contains the concrete footings, slabs, and a portion of a building associated with the former Wix Filtration property (1301 East Ozark Avenue) and an existing commercial building (former Henry Yarns property) located at 1315 East Ozark Avenue (Figure 2). Preliminary redevelopment plans include upgraded entrance/exit from Ozark Avenue, asphalt -paved parking areas, and ground level commercial and retail space with multi -family residential space above. A generalized representation of the preliminary redevelopment footprint is depicted on Figure 3. 1.2 Site History Previous environmental site assessment activities have been conducted at the former Wix Filtration and former Henry Yarns properties by GTA and others. Currently, the former Wix Filtration property is regulated by NCDEQ Inactive Hazardous Sites Branch (IHSB) and Underground Storage Tank (UST) Section. The former Henry Yarns property is not currently regulated by NCDEQ or other regulatory agencies. GTA reviewed the following reports prepared by others for the former Wix Filtration property: • October 2012 — WSP Environment and Energy (WSP) Phase 1 Environmental Site Assessment (ESA) - Wix Filtration Corporation - Ozark Plant - 1301 East Ozark Avenue Gastonia, North Carolina • November 2012 — WSP Phase II ESA - Wix Filtration Corporation — Ozark Plant — Gastonia, North Carolina • February 2013 — WSP Notification of an Inactive Hazardous Substance or Waste Disposal Site • June 2020 — Harmon Environmental, PA - Phase I ESA - Former Wix Filtration Facility -1301 East Ozark Avenue Gastonia, North Carolina A summary of previous environmental assessment activities is provided below. WSP conducted a Phase I ESA of the former Wix Filtration property in October 2012, and indicated that the property was initially developed in the 1880s as a cotton mill to produce yarn and thread out of bailed cotton fiber. Operations included carding, combing, twisting, and NCDEQ 25031-21-036 Wix Filtration II March 22 2023 GTA Protect No. 31211876 spinning cotton fibers. Wix Filtration purchased the site in the late 1930s and reportedly began automotive filter production operations from the basement of the of the cotton mill using cotton mill waste as filter media. Sometime in the 1950s Wix Filtration built a second structure and discontinued cotton mill operations to focus on automotive filter production. Two additional buildings were added in the 1960s and 1970s, and automotive filter production operations, including sheet metal cutting, stamping, brazing, polishing, paper cutting and pleating, testing, packaging, and shipping continued until December 2011. At the time of WSP's Phase I ESA, the former Wix Filtration property was vacant and used for warehousing only. WSP identified the following RECs during their assessment activities: • Layer of ash or cinders present under basement floorboards of the "Old Building". • Presence of abandoned two hydraulic lift shafts filled with sand and nearby approximate 100 square foot -stained area. • Potential septic or cesspit based on historical industrial use. Additionally, WSP indicated that two 10,000-gallon USTs located southwest side of the property between "Old Building" built in the 1880s and the "New Building" built in the 1950s were closed in place on July 31, 2000. The lack of additional information regarding the USTs was considered a historical REC. WSP conducted a Phase II ESA to evaluate the RECs identified above. The Phase II ESA included the collection of surface soil, subsurface soil, and groundwater samples for analysis. Based on the analytical data, WSP concluded that soil beneath the former Wix Filtration property was impacted with concentrations of polycyclic aromatic hydrocarbons (PAHs), metals, and tetrachloroethylene (PCE) that exceeded regulatory standards (Figure 4). Additionally, WSP concluded that shallow groundwater was not impacted with PAHs, metals, or volatile organic compounds (VOCs). Based on the findings of the November 2012 Phase II ESA, WSP sent a Notification of an Inactive Hazardous Substance or Waste Disposal Site to NCDEQ's IHSB on behalf of Wix Filtration Corporation. The notification indicated that soil at the former Wix Filtration property was impacted with concentrations of PCE, PAHs, and metals that exceeded regulatory screening levels. No additional information regarding the regulatory status of the former Wix Filtration property was available. Between 2013 and 2014, a majority of the former Wix Filtration site buildings were demolished, leaving only concrete slabs, footings, and one approximate 7,500 square foot building, similar to existing site conditions. On June 11, 2020, Harmon Environmental conducted a Phase I ESA for the former Wix Filtration property and identified RECs similar to those noted in the WSP Phase I ESA (stained soil, historical detections of PAHs, PCE, and metals, and the presence of two closed in place 10,000-gallon USTs). Harmon Environmental, PA does not appear to have conducted any additional environmental assessment activities at the former Wix Filtration property. On April 25, 2022, GTA conducted a Phase I ESA of the former Henry Yarns property at 1315 East 2 NCDEQ 25031-21-036 Wix Filtration II March 22 2023 GTA Protect No. 31211876 Ozark Avenue, which contained a warehouse building for a former yarn and dyeing facility. The site building was attached to the former Wix Filtration site until it was detached in the late 1930s. GTA indicated that the following RECs were associated with the former Henry Yarns property: • Long-term use as a textile mill for yarn production and dyeing operations dating back to at least 1914. • Evidence of dye waste products discharge to an exterior separator pit and underground cistern. • A suspected UST located on the northeastern exterior of the subject property. • The lack of historical information prior to development with the current building by 1914. • A former railroad spur located on the subject property from prior to 1922 until at least 1970. • Impacted soil at the former Wix Filtration property located adjacently southwest to the former Henry Yarns property. On October 25, 2021, AAT, LLC applied to NCDEQ's Brownfields Program as a prospective developer seeking a Brownfields Agreement (BFA) at the former Wix Filtration property located at 1301 East Ozark Avenue. On December 2, 2021, NCDEQ determined the property was eligible for entry into the Brownfields Program and for continued evaluation for a BFA. A Conceptual Site Plan provided by AAT, LLC dated October 13, 2022 indicated that potential site redevelopment plans included two mixed -use buildings (Building A and Building B) to be constructed on the subject property. Conceptual uses for Building A included approximately 40,000 to 50,000 square feet of ground floor commercial, retail, and lobby space with approximately 260 micro apartment units constructed on floors 2 through 5. Conceptual uses for Building B included approximately 100,000 square feet of ground floor commercial self -storage space with approximately 176 micro apartment units constructed on floors 2 though 5. On January 31, 2023, on behalf of AAT, LLC, Moore & VanAllen (MVA) submitted an amendment to the Brownfields Property Application (BPA) to include the adjoining parcel located at 1315 East Ozark and to enter the "Redevelopment Now" option. On April 4, 2023, NCDEQ determined that the project was eligible for entry into the Brownfields Program and for continued evaluation pursuant to a BFA. On May 2, 2023, AAT, LLC, MVA, and GTA met with NCDEQ to discuss the subject property background, historical environmental assessment and investigation information, and proposed path forward. NCDEQ requested a Data Gap Assessment Work Plan, a draft of which was submitted on July 6, 2023. Based on NCDEQ feedback, the sampling scope was revised and is described in the following sections. 1.3 Data Gap Assessment On August 16, 2023, GTA's Data Gap Assessment Work Plan was approved by NCDEQ project manager Carolyn Minnich. The plan called for soil, groundwater, and soil vapor investigations across the subject property, as summarized by Table 1. Sampling efforts focused on areas of 3 NCDEQ 25031-21-036 Wix Filtration II March 22 2023 GTA Proiect No. 31211876 historical usage with potential for impacts and areas located within the proposed redevelopment footprint. The soil samples taken during the completion of the assessment were sent to the lab for analysis of RCRA Metals, VOCs, and SVOCs, but were not speciated for hexavalent chromium at the time. Additionally, groundwater was not sampled for hexavalent chromium in the initial sampling event. This work plan is being submitted to the NCDEQto address the lack of hexavalent chromium results from the initial work plan for continued evaluation in the Brownfields Program. 2.0 SCOPE OF WORK Based on the site history and summary of potential data gaps presented above, GTA has prepared this Data Gap Assessment Work Plan in general accordance with NCDEQ Brownfields Redevelopment Sections Minimum Requirements Checklist for Site Assessment Work Plans and Reports dated March 2023. A detailed summary of the proposed scope of work is presented in the following sections. 2.1 Media Sampling Based on the historical property uses, presence of impacted soil on the former Wix Filtration property, and lack of analytical data on the former Henry Yarns property, GTA initially proposed the collection of surface and subsurface soil, groundwater, and soil vapor samples as summarized below and in Table 1. Sampling efforts of this work plan will focus on areas evaluated during the prior sampling that had elevated levels of total chromium, as well as areas that lack sufficient data coverage. Proposed media sampling locations are shown on Figure 5. 2.1.1 Soil GTA proposes to collect grab surface soil samples from the locations described below. Surface Soil ID Depth (ft) Prior Sample Total Chromium (mg/m3) GTA-H ex1 * * 0.0-1.0 and 1.0-2.0* GTA-SB3/GTA-SS7 54.3/26.7 GTA-Hex2 GTA-SS6 35.2 GTA-Hex3 GTA-SS8 13.1 GTA-Hex4 GTA-SB2/GTA-SS2 19.4/14.2 GTA-Hex5 Lack of data Lack of data *Estimated depth of surface soil samples. Actual sample collection depths will vary. **One duplicate sample will be taken from this location il NCDEQ 25031-21-036 Wix Filtration II March 22 2023 GTA Protect No. 31211876 3.0 SAMPLING METHODOLOGY 3.1 Soil Sampling Collection of surface soil samples will be conducted in general accordance with NCDEQ Inactive Hazardous Sites Branch (IHSB) Guidelines for Assessment and Cleanup of Contaminated Sites dated September 2022, which includes guidance for soil remediation goals, naturally occurring background levels, sampling techniques, and quality assurance. Analytical data for surface and subsurface soil samples will be compared to NCDEQ's residential health -based Preliminary Soil Remediation Goals (PSRGs) dated February 2024. 3.1.1 Surface Soil Grab surface soil samples will be collected from approximately 0.0-1.0 and 1.0-2.0 feet below ground surface using a decontaminated stainless steel hand auger (proposed locations on Figure 5) and transferred into laboratory provided sample containers, transferred to a chilled cooler with ice and forwarded to a North Carolina certified analytical laboratory under chain of custody protocol for hexavalent chromium analysis under USEPA method 7199 (Table 1). 4.0 LABORATORY ANALYSIS Surface soil samples will be submitted for laboratory analysis based on field observations. A summary of the analytical program for this assessment is summarized below. ID Media Prior Sample Analysis (USEPA Method) GTA-Hex1** Surface Soil 0.0-1.0 ft GTA-SB3/GTA-SS7 Hexavalent Chromium (7199) GTA-Hex2 GTA-SS6 GTA-Hex3 GTA-SS8 GTA-Hex4 GTA-SB2/GTA-SS2 GTA-Hex5 Lack of Data **One duplicate sample will be taken from this location All reusable downhole sampling equipment will be thoroughly decontaminated by rinsing with tap water and scrubbing with a brush approved soap solution, followed by rinsing with distilled/de-ionized water. GTA will ensure the correct bottleware is used and sufficient sample volumes are collected to perform the requested analyses and QA/QC procedures for each media. Generally, surface soil samples require two 4-ounce glass jars for metals analysis. All soil samples will be collected using laboratory provided bottleware and will be placed immediately in a chilled cooler with ice for transport to a North Carolina certified analytical 5 NCDEQ 25031-21-036 Wix Filtration II March 22 2023 GTA Protect No. 31211876 laboratory under chain of custody procedures. Ate mperature blank will be placed in each sample cooler submitted to the analytical laboratory. The 0.0-1.0ft samples will be analyzed for hexavalent chromium and the 1.0-2.0ft samples will be put on hold at the laboratory. The 1.0- 2.0ft samples will be put on hold until the results of the 0.0-1.0ft samples are received. If there are exceedances of regulatory limits in the 0.0-1.0ft samples, the 1.0-2.0ft samples will also be run to determine if the contamination extends beyond surficial impacts. The 1.0-2.0ft samples will be preserved at the lab until either analyzed or abandoned, and will not be held beyond the maximum holding time for hexavalent chromium samples. 5.0 QA/QC PROCEDURES For soil data quality assurance/quality control (QA/QC), GTA will collect one duplicate sample for laboratory analysis. Laboratory analytical results that fall between the practical quantitation limit of the laboratory equipment and the method reporting limit will be reported as a "J flag" result. GTA will request Level II QA/QC including J flags on the chain of custody documentation. Sample locations chosen for duplicate collection may be changed based on field observations and are subject to change at the discretion of GTA. QA/QC samples will be collected and analyzed in accordance with NCDEQ guidance which suggests that one duplicate will be collected for every 20 samples per media per analytical method. Thus, GTA will collect and submit one duplicate for laboratory analysis. 6.0 INVESTIGATION DERIVED WASTE Upon completion, hand auger borings located on the former Wix Filtration property will be backfilled with cuttings. 7.0 REPORTING GTAwill prepare a Brownfield Assessment Report Addendum summarizing the sampling activities, analysis results, conclusions, and recommendations. The report and attachments will include a description of sampling activities, comparison of the data to regulatory screening levels or risk thresholds, a figure depicting sampling locations, tabulated data, laboratory reports, a photographic log, and signature by a North Carolina -licensed Professional Engineer or Professional Geologist. Risk calculations will be based on maximum concentrations for all media data. 0 Figures Modena Strut Baptist Church 19 Umney Daily Deals 19 E Park Ave ' Eq Uipment Guys Approximate Subject Property Boundary Notes Base map sourced from Google Maps (©2023) * s 11 P'#Y-1 1 I XL;V-"fir C a "I, Sheet Meta As it is, iiih hes.9 GTA ASSOCIATES, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS 710 PENINSULA LANE, SUITE B CHARLOTTE, NORTH CAROLINA 28273 (704) 553 - 2300 www.gtaeng.com © Geo-Technology Associates, Inc. V 0 300 600 Approximate Scale 1 inch = 600 feet WIX FILTRATION II BROWNFIELD GASTON COUNTY, NORTH CAROLINA SITE LOCATION MAP I PROJECT: 31211876 I DATE: MAY 2023 1 SCALE: 1 " = 600' 1 DESIGN BY: JP I REVIEW BY: KJH I FIGURE: 1 MCI IP 41' 4 'ti .;' :,-, or Ar ""„�. `,,,,..b4b4.�' �x `t .� • A a:. 1 r✓ , rls. � `r .y. ate. .� <. Approximate Subject Property Boundary 0 150 300 Notes 1. Base image obtained from GoogleEarth (©2023) Approximate Scale o 1 inch = 300 feet W A.-" - � � GTA ASSOCIATES, INC. =^w A GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS WIX FILTRATION II BROWNFIELD 710 PENINSULA LANE, SUITE B GASTON COUNTY, NORTH CAROLINA CHARLOTTE, NORTH CAROLINA 28273 (704) 553 - 2300 wwnologyAssom 2023 AERIAL PHOTOGRAPH ©Geo-Technology Associates, Inc. PROJECT: 31211876 DATE: MAY 2023 SCALE: 1" = 300' DESIGN BY: JP REVIEW BY: KJH FIGURE: 2 L7 ff -JAM a' f MOM Y.- t Approximate Subject Property Boundary 0 75 150 Notes 1. Base image obtained from GoogleEarth (©2023) Approximate Scale 1 inch = 150 feet �0 GTA ASSOCIATES, INC. o crp 4 Q a GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS WIX FILTRATION II BROWNFIELD �— 710 PENINSULA LANE, SUITE B GASTON COUNTY, NORTH CAROLINA CHARLOTTE, NORTH CAROLINA 28273 (704) 553-2300 PRELIMINARY REDEVELOPMENT www.gtaeng.com PLAN © Geo-Technology Associates, Inc. PROJECT: 31211876 DATE: JUNE 2023 SCALE: 1" = 150' DESIGN BY: BRS REVIEW BY: KJH FIGURE: 3 Proposed Building Footprints s 9 � Ae ' /` s `• Groundwater (uq/L) `�l € Barium 225 {' Soil (mg/kq) Arsenic 3.3 r: '+ MW-2 ,!";'•s. Barium 65.6 Groundwater (uq/L) "+ Cadmium 0.1 �, L Barium 82.4 Chromium 1.8 ' Lead 6.7 SS-1 Surface Soil (uq/kq) Acenaphtylene 1,800 MW-1/SB-1 "0 s ' k Anthracene 2,670 \ a Groundwater (ug/L) ` r ;,+i,, , }: � � Benzo ( )anthracene 11,900 Barium 113 �•.� Benzo(a)pyrene 9,520 Cadmium 1.4 - ► s ,� Benzo(b)fluoranthene 7,100 Soil (mq/kq) { "! .r, Benzo(g,h,i)perylene 5,240 Arsenic 3.5 i s ` ,• Benzo(k)fluoranthene 8,810 Barium 166-'�': ` '-. Indeno(1,2,3-cd)pyrene4,680 Cadmium 1.1 Chrysene 10,600 Chromium 7.1 Dibenz(a,h)anthracene1,640 kad 17.3 Fluoranthene 24,300!Fluorene 602 �''"Phenanthrene 9,780 � 01 F h r Pyrene 19,900 r Naphthalene 15.2 F + Surface Soil (mq/kq) Arsenic 3.8 Barium 109 Cadmium 0.51 a ' f Chromium 11.5 Lead 11.6 f ' Selenium 3.5 MW 51SB-7 Groundwater (uq/L) +**: Toluene 1.1 +, . ♦ •� a.. Barium 82.4 f , Soil (mq/kq) F t PCE 9.4 Arsenic 3.5 Barium 54.3 .� Cadmium 3.7 Chromium 20.9 ;. Lead 16.7 r ' Selenium 1.4 LEGEND Approximate Subject 1. ug/L Micrograms per liter Property Boundary 2. mg/kg Milligrams per kilogram 3. PCE Tetrachloroethene 0 150 300 Notes 1. Base image obtained from GoogleEarth (©2023) Approximate Scale 0 1 inch = 300 feet � — a - GTA ASSOCIATES, INC. �^ GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS WIX FILTRATION II BROWNFIELD 710 PENINSULA LANE, SUITE B GASTON COUNTY, NORTH CAROLINA CHARLOTTE, NORTH CAROLINA 28273 (704) 553 - 2300 www.gtaeAssociates, HISTORIC SAMPLE LOCATIONS © Geo-Technology Associates, Inc. PROJECT: 31211876 DATE: JUNE 2023 SCALE: 1" = 300' DESIGN BY: BRS REVIEW BY: KJH FIGURE: 4 GTA-SV2 . y , ..r o GTA-GT1 4 GTA-SS 1 GTA-S B 1 GTA-SV1 GTA-GW1 d + 4 � d ° a sS a r it 4 GTA-GT2 �GTA�-GT3 . ° GTA-SV3 1 1:. l - --------------- Legend Boring Locations ® Sub -slab Vapor Locations Proposed Hexavalent Chromium Sampling Locations Notes 1. Base image obtained from GoogleEarth (©2023) GTA-GT4— GTA-SV4 A t;TA-C;TS '1P h GTA-GT9 *► x A .,....<:... GTA-SS7 GTA-SV5 GTA-SV 10 GTA-SB3 GTA-SV11 4 A*e GTA-GT7 GTA-Hex1 w e 4r4M►rilir,... GTA-SV6 a • GTA-GT6 A GTA-SS8 j. At _X GTA-GT8 prasrrM$� . 1�'&rlsdlr� GTA-SV7 r 4 Approximate Potential 4GTation A-SS6 GTA-Hex2 GTA-S GTA-SS5 Iq "&__GTA-SV8 W. GTA-SS31 NIIMNIMI!l1MIMIIMIM �rrr� GTA-SS4 0 40 80 Approximate Scale 1 inch = 80 feet as Tables Table 1 Brownfield Sampling Matrix Wix Filtration 11 Gastonia, NC GTA Project No. 31211876 Analysis/USEPA Method Depth Media Sample ID Rationale Field Screen PID RCRA Metals VOCs SVOCs VOCs (feet) 6020/7199*** 8260B 8270 TO15 GTA-SS1 Former Wix Filtration Property ✓ ✓ ✓ ✓ Historical PCE Detections in Soil Former Wix Filtration Property GTA-SS2 Former USTs ✓ ✓ ✓ ✓ Historical PAHs/Metals Detections in Soil GTA-SS3 ✓ ✓ ✓ ✓ Former Henry Yarns Property RECs Identified in Phase I ESA GTA-SS4 No Historical Soil Data ✓ ✓ ✓ ✓ 0.0-2.0 feet GTA-SS5 ✓ ✓ ✓ ✓ Former Henry Yarns Property Basement Level Near Dye Tanks GTA-SS6 No Historical Soil Data ✓ ✓ ✓ ✓ Soil Former Henry Yarns Property GTA-SS7 RECs Identified in the Phase I ESA ✓ ✓ ✓ ✓ No Historial Soil Data GTA-SS8 Former Wix Filtration Property ✓ ✓ ✓ ✓ Historical PAHs/Metals Detections in Soil GTA-S B 1 Former Wix Filtration Property ✓ ✓ ✓ ✓ Historical PCE Detections Former Wix Filtration Property GTA-SB2 Former USTs Approximately ✓ ✓ ✓ ✓ Historical PAHs/Metals Detections 2 feet above Former Henry Yarns Property groundwater or GTA-SB3 RECs Identified in ESA highest PID ✓ ✓ ✓ ✓ No Historical Soil Data reading. GTA-SB3-DUP ✓ ✓ ✓ ✓ GTA-SB3-MS/MSD Quality Control ✓ ✓ ✓ ✓ Trip Blank NA ✓ Former Wix Filtration Property ✓ ✓ ✓ GTA-G W 1 Historical PCE Detections in Soil Former Wix Filtration Property GTA-GW2 Former USTs ✓ ✓ ✓ Historical PAHs/Metals Detections in Soil Groundwater Former Henry Yarns Property Varies GTA-GW3 RECs Identified in Phase I ESA ✓ ✓ ✓ No Historical Groundwater Data GTA-G W 3-DUP ✓ ✓ ✓ GTA-GW3-MS/MSD Quality Control ✓ ✓ ✓ Trip Blank NA ✓ Existing Slab in Good Condition ✓ GTA-SV-1 (vapor pin) No Existing Slab (soil vapor) GTA-SV-2 PCE Detected in Soil ✓ Former Wix Filtration Property (No Historical Soil Vapor Within Proposed A Building Assessment) Former Heating Oil USTs GTA-SV3 No Existing Slab (vapor pin) ✓ Within Proposed A Building No Existing Slab (soil vapor) GTA-SV4 Within Proposed A Building ✓ Footprint GTA-SV5 ✓ Soil Vapor Varries** GTA-SV6 ✓ GTA-SV7 ✓ Former Henry Yarns Property RECs identified in Phase I ESA (No Historical Soil Vapor Existing Basement Level Slab Assessment) Within Proposed BuildingB Footprint ✓ GTA-SV8 GTA-SV9 ✓ GTA-SV 10 ✓ GTA-SV5-DUP ✓ Quality Control Notes: Table 1 taken from Data Gap Assessment Work Plan by GTA dated August 16, 2023 * = Estimated depth of subsurface soil. Actual sample collection depths will vary based on field screening and groundwater elevations observed during borehole advancment. ** = Subslab soil vapor sample depth will vary based on slab thickness. Soil vapor sample depth will vary based on lithology and depth to groundwater. ***= Hexavalent Chromum analysis by USEPA Method 7199 PAHs = Polycyclic aromatic hydrocarbons SVOCs = Semi -volatile organic compounds USEPA = United States Environmental Protection Agency USTs = Underground storage tanks ESA = Environmental Site Assessment RECs = Recognized environmental conditions VOCs = Volatile organic compounds PCE = Tetrachloroethene MS/MSD = Matrix spike/matrix spike duplicate DUP = Duplicate sample Page 1 of 1 W�.s.� ME • s Attachments ROY COOPER Governor ELIZABETH S. BISER Secretary MICHAEL SCOTT Director NORTH CAROLINA Environmental Quality ATTACHMENT 1 DEQ Brownfields Redevelopment Section Assessment Work Plan Approval Signature Page To be completed by Development Team and returned to DEQ Brownfields for review & signature. Brownfields Project Name: Wix Filtration II Brownfields Project Number: 25031-21-0361 Work Plan Title: Hexavalent Chromium Assessment Work Plan Date: March 29, 2024 Revision Number: 01 Be advised that this approval from DEQ Brownfields does not waive any applicable requirement to obtain any necessary permits, licenses, or certifications for the above listed activities nor does it waive any requirement to comply with applicable law for such activities. Prospective Developer (PD): AAT, LLC Contact Person: Kent & LaShawn Olson Phone Numbers: Office: 704-543-0760 Mobile: 704-543-0760 Email: kent@olsondevelopment.com Property Owner (if different from above): Click or tap here to enter text. Contact Person: Click or tap here to enter text. Phone Numbers: Office: Click or tap here to enter text. Mobile: Click or tap here to enter text. Email: Click or tap here to enter text. Environmental Consultant: GTA Associates, Inc. Contact Person: John Wille, P.E. Phone Numbers: Office: 864-520-1571 Mobile: 704-778-2449 Email: JWille@gtaeng.com yk ""lip RRo Signature: p� yam{ �] /J SEAL o249C1 : L/JJ IiiJ�'yVi'_ (+vYJ ��p� E Y{rr Consultant: John Wille, P.E. Printed Name/Title/Company: Vice President Brownfields Project Manager: Kris Riddle Phone Numbers: Office: 828-251-7440 Email: kris.riddle@deq.nc.gov Signature: MIM Date 3/29/2024 PG/PE SEAL HERE Mobile: 828-782-1777 iWs�Projlect Manager: Kris Riddle Date 4/2/2024 D Q �� 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 NORTH (;.4pOLINA - DevutmoldofEmOronm VlDuolny 919.707.8200