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Home My WebLink AboutWA-749_38592_CA_MRP_20200408 April 8, 2020 Mr. Scott Ryals NCDEQ, Division of Waste Management, UST Section 1646 Mail Service Center Raleigh, North Carolina 27699-1646 Reference: Initial Corrective Action Performance Report – Former Bazemore Grocery 730/732 Mt. Olive Road Republican, Bertie County, North Carolina NCDEQ Incident No. 38592 NCDEQ Contract No. N17006 ECS Project No. 49:3455-E Dear Mr. Ryals: As authorized by your acceptance of ECS Southeast, LLP (ECS) Task Authorization Request No. 5 (TAR No. 5) dated November 11, 2019 and authorization on November 21, 2019, ECS has completed the Initial Corrective Action Performance Report for the above-referenced site. Included in this report is a description of the field activities, the results obtained, and our conclusions and recommendations. ECS appreciates the opportunity to provide our environmental consulting services to you on this project. If you have any questions concerning this report or this project, please contact us. Sincerely, ECS Southeast, LLP Samantha M. Szakasits, G.I.T. Matthew Gillis Assistant Staff Project Manager Sr. Environmental Project Manager sszakasits@ecslimited.com mgillis@ecslimited.com 919-861-9832 919-861-9845 Roger A. Smith, P.G. Principal Geologist NC License No. 1724 rsmith3@ecslimited.com 704-525-5152 Initial Corrective Action Performance Report – Former Bazemore Grocery Republican, Bertie County, North Carolina NCDEQ Incident No. 38592 NCDEQ Contract No. 17006 ECS Project Number: 49:3455-E TABLE OF CONTENTS SITE INFORMATION ................................................................................................................. 2 1.0 BACKGROUND INFORMATION ......................................................................................... 2 2.0 FIELD ACTIVITIES .............................................................................................................. 2 3.0 LABORATORY ANALYTICAL RESULTS ........................................................................... 3 4.0 CONCLUSIONS .................................................................................................................. 3 5.0 RECOMMENDATIONS ........................................................................................................ 4 FIGURES Figure 1 Site Location Map Figure 2 Aerial Site Map Figure 3 Soil Sample Location Map TABLES Table 1 UST Information Table 2 Monitoring Well Construction and Groundwater Elevation Summary Table 3 Summary of Soil Sample Analytical Results APPENDICES Appendix A ECS Personnel Field Notes Appendix B Site Photographs Appendix C Waste Manifests Appendix D Laboratory Analytical Data Sheets and Chain of Custody (COC) Records Appendix E NCDEQ Well Construction Records Initial Corrective Action Performance Report – Former Bazemore Grocery Republican, Bertie County, North Carolina NCDEQ Incident No. 38592 NCDEQ Contract No. 17006 ECS Project Number: 49:3455-E SITE INFORMATION Facility I.D.: Unknown UST Incident No.: TF-3892 Site Rank: Unknown Land Use Category: Commercial Site Name and Location: Former Bazemore Grocery 730/732 Mt. Olive Road Republican, Bertie County, North Carolina Location Method: Google Earth Latitude and Longitude: 36.082583° North, -77.060094° West Contacts Primary Contact: Mr. Scott Ryals NCDEQ, Division of Waste Management, UST Section 637 Mail Service Center Raleigh, North Carolina 27699-1637 Consultant: ECS Southeast, LLP 9001 Glenwood Avenue Raleigh, North Carolina 27617 (919) 861-9910 Attn: Matthew Gillis Soil Removal: EVO Corporation: Environmental and Industrial Services, LLC. 1703 Vargrave Street Winston-Salem, North Carolina 27107 (877) 725-5844 Laboratory: Red Lab LLC 5598 Marvin Moss Lane, Suite 2003 Wilmington, North Carolina 28409 (844) 384-7815 UVF - NCDEQ Accepted Method Initial Corrective Action Performance Report – Former Bazemore Grocery Republican, Bertie County, North Carolina NCDEQ Incident No. 38592 NCDEQ Contract No. 17006 ECS Project Number: 49:3455-E 2 1.0 BACKGROUND INFORMATION The Former Bazemore Grocery site is approximately 1.1 acres in size and is located at 730/732 Mt. Olive Road, in Republican, Bertie County, North Carolina (Figure 1). According to the Bertie County Online GIS Database, the Parcel Identification Number (PIN) is 5875342404 (Figure 2). The property is currently developed with an abandoned residential building. The site previously operated two 2,000-gallon USTs, one 1,500-gallon UST, and one septic tank. 2.0 FIELD ACTIVITIES 2.1 Soil Excavation Activities On January 6 and 7, 2020, ECS observed the excavation of approximately 171.61 tons of petroleum-impacted soil from the site. ECS personnel field notes are included in Appendix A. Site photographs documenting field activities are include in Appendix B. Soil excavation activities were terminated based on encountering apparent clean soil to the south and west of the excavation, the onsite building/subsurface utilities to the north and east of the excavation, or the apparent water table at approximately 6 feet below ground surface (ft. bgs). Additional soils were excavated a further 2 to 3 feet into the water table in an effort to remove any free product alongside the petroleum-impacted soils near the former location of monitoring well MW-20. Upon completion of soil excavation activities, the excavation measured approximately 34 feet long by 16 feet wide by 6 feet deep. The excavated soil was transported to Greenwood Applied Services, LLC located in Windsor, North Carolina. Non-hazardous waste manifests and weight verification tickets for the petroleum impacted soil are included in the Appendix C. ECS collected a total of ten (10) soil samples along the sidewalls of the soil excavation (SW-1 through SW-10). The locations of the soil samples are shown on Figure 3. The soil samples were collected at approximately 4 to 5 feet below the ground surface (ft bgs). ECS screened the soil collected from the excavation sidewalls using a Photo Ionization Detector (PID) to detect volatile organic vapors. Volatile organic vapors were detected in sidewall sample SW-5 at a depth of 4 to 5 ft bgs at 91.7 parts per million (ppm). Volatile organic vapors were not detected in the remaining sidewall samples. Immediately after collection, the soil samples were transferred into sample containers provided by the laboratory. The sample containers were labeled with ECS project number, sample identification, sample date and time, and requested analytical analysis. The containers were placed into protective packaging material and placed into a cooler with ice to maintain the samples at approximately 4 Celsius (C). The samples were then delivered to Rapid Environmental Diagnostics (RedLab) in Wilmington, North Carolina to be analyzed for total petroleum hydrocarbons (TPH) diesel range organic (DRO) and gasoline range organic (GRO) using ultraviolet fluorescence (UVF). Chain-of-Custody (COC) procedures were followed throughout the sampling and transportation of the samples. The Chain-of-Custody Records are included in Appendix D. 2.2 Monitoring Well Installation Activities On January 28, 2020, Quantex, on behalf of ECS, installed one Type II replacement groundwater monitoring well MW-20R near the approximate location of the former abandoned Initial Corrective Action Performance Report – Former Bazemore Grocery Republican, Bertie County, North Carolina NCDEQ Incident No. 38592 NCDEQ Contract No. 17006 ECS Project Number: 49:3455-E 3 monitoring well MW-20. Well construction details and groundwater level data is summarized in Table 2 and the location of the monitoring well is shown on Figure 3. Monitoring well MW-20R was installed using Direct Push Technology (DPT) equipped with hollow stem augers. Prior to advancing the boring, the down hole equipment and drill rig were decontaminated using high pressure steam cleaner and municipal water. The Type II monitoring well MW-20R was constructed with 2-inch schedule 40 PVC (polyvinyl chloride plastic) flush threaded screen and casing. The PVC screen and casing was lowered into the open borehole to a depth of approximately 15 ft. bgs, respectively. A 10-foot length of 0.01-inch slotted well screen with a threaded bottom plug was installed to a depth such that the screened interval intersected the estimated groundwater surface, as encountered during drilling activities for monitoring well MW-20R. The solid section of PVC casing was placed above the screened interval and extended to a point just below the ground surface. The annular space around the well screens was filled with washed and graded medium sand to approximately one- foot above the top of the well screen. A minimum one-foot thick seal of bentonite pellets was paced above the sand pack and allowed to hydrate before backfilling the remaining borehole annulus with a bentonite/neat cement mixture. The top of the well casings were equipped with a lockable, water tight well plug and a flush mounted protective steel cover. The NCDEQ Well Construction Record is included in Appendix E. Following completion of the well installation on January 28, 2020, approximately 2.7 feet (32.4 inches) of free product was measured in monitoring well MW-20R; therefore, ECS did not collect a groundwater sample. 3.0 LABORATORY ANALYTICAL RESULTS 3.1 Soil Sampling Analytical Results Laboratory analysis detected TPH-DRO (261 milligrams per kilograms or mg/kg) and TPH-GRO (50.3 mg/kg) at concentrations above their respective North Carolina Department of Environmental Quality (NCDEQ) Action Levels of 100 and 50 mg/kg, respectively in soil sample SW-5. Additionally, laboratory analysis detected TPH-DRO and/or TPH-GRO at concentrations above the laboratory reporting limit but below their respective NCDEQ Action Levels in soil samples SW- 1 through SW-4 and SW-6 through SW-10. A summary of the soil laboratory analytical results are included in Table 3. A copy of the COC and laboratory results is included in Appendix D. 4.0 CONCLUSIONS Based on the results of this Environmental Services Report, ECS concludes the following:  On January 6 and 7, 2020, ECS observed the removal of 171.6 tons of petroleum-impacted soils by EVO. Soil excavation activities were terminated based on encountering apparent clean soil to the south and west of the excavation, the onsite building/subsurface utilities to Initial Corrective Action Performance Report – Former Bazemore Grocery Republican, Bertie County, North Carolina NCDEQ Incident No. 38592 NCDEQ Contract No. 17006 ECS Project Number: 49:3455-E 4 the north and east of the excavation, or the apparent water table at approximately 6 ft. bgs. Additional soils were excavated a further 2 to 3 feet into the water table in an effort to remove any free product alongside the petroleum-impacted soils near the former location of monitoring well MW-20. Upon completion of soil excavation activities, the excavation measured approximately 34 feet long by 16 feet wide by 6 feet deep. ECS was unable to remove any additional soils towards the northeastern extent of the excavation (SW-5) due to encountering a marked subsurface water service line in addition to the onsite building. Laboratory analysis detected TPH-DRO and TPH-GRO at concentrations above their respective NCDEQ Action Levels in soil sample SW-5. Additionally, laboratory analysis detected TPH-DRO and/or TPH-GRO at concentrations above the laboratory reporting limit but below their respective NCDEQ Action Levels in soil samples SW-1 through SW-4 and SW-6 through SW-10. Based on the results and field observations of the soil samples collected, ECS concludes that the majority of petroleum-impacted soils that potentially may have been contributing to the continual presence of free product in the groundwater has been successfully removed and replaced with clean fill; however, ECS believes there is likely additional petroleum-impacted soils beneath the subsurface utilities and within the NCDOT Right-of-Way towards the northeastern extent of the excavation as evidenced by the analytical results of soil sample SW-5. Upon completion of the monitoring well installation on January 28, 2020, ECS measured approximately 2.7 feet (32.4 inches) of free product in the newly installed monitoring well MW-20R; therefore, no groundwater sample was collected from the replacement well. 5.0 RECOMMENDATIONS Based on the results and conclusions of this Initial Corrective Action Performance Report, ECS recommends conducting an Aggressive Fluid Vapor Recovery (AFVR) event on monitoring well MW-20R to remove existing free product and subsequent sampling and/or free product check approximately two to three weeks following to determine its efficiency. Additionally, if funds are available, ECS recommends having a discussion with NCDEQ to determine if conducting an injection in the on-site monitoring well could help stimulate the degradation of free product and dissolved-phase petroleum-related compounds at the site. FIGURES SOURCE: USGS TOPOGRAPHIC MAPREPUBLICAN, NCQUADRANGLE DATED 2016 SCALE: 1 : 24,000 FIGURE 1SITE LOCATION MAP FORMER BAZEMORE GROCERY 730/732 MT OLIVE ROAD REPUBLICAN, BERTIE COUNTY, NORTH CAROLINA ECS PROJECT NO. 49:3455-E SITE SOURCE: BERTIE COUNTY GIS DATED 2016 FIGURE 2 AERIAL SITE MAP FORMER BAZEMORE GROCERY 730/732 MT OLIVE ROADREPUBLICAN, BERTIE COUNTY, NORTH CAROLINA ECS PROJECT NO. 49:3455-E 1 inch = 45 feet SITE LEGEND Approximate Site Boundary SOURCE: GOOGLE EARTH DATED 2017 FIGURE 3SOIL SAMPLE LOCATION MAP FORMER BAZEMORE GROCERY730/732 MT OLIVE ROAD REPUBLICAN, BERTIE COUNTY, NORTH CAROLINA ECS PROJECT NO. 49:3455-E 1 inch = 30 feet SW-6 SW-10 SW-9 SW-3 SW-4 SW-5 SW-7 SW-2 SW-1 SW-8 MW-20R 2.70 feet of free product LEGEND Approximate Site Boundary Approximate Soil Sample Location Approximate UST Location Approximate Septic Tank Location Approximate 2020 Excavation Area Water Service Line Approximate Monitoring Well Location SW-1 MW-20R TABLES UST ID Number Contents Capacity (in Gallons) Construction Details Installation Date Removal Date Status 1 Gasoline 2,000 Unknown ~1966 10/23/1992 Removed 2 Gasoline 550 Unknown ~1966 10/23/1992 Removed 3 Kerosine 550 Unknown ~1976 10/23/1992 Removed 1A Heating Oil 550 Unknown ~1970 11/16/1993 Removed 2A Heating Oil 550 Unknown ~1970 11/16/1993 Removed 1B Gasoline 2,000 Unknown Unknown 8/14/2017 Removed 2B Gasoline 2,000 Unknown Unknown 8/14/2017 Removed 3B Gasoline 1,500 Unknown Unknown 8/17/2017 Removed ECS Project: 49:3455-E Table 1 UST Information Former Bazemore Grocery 730/732 Mt. Olive Road Republican, Bertie County, North Carolina NCDEQ Incident No: TF-38592 Monitoring Well ID Date Measured Depth to Free Product (ft. btoc.) Free Product Thickness (ft.) Depth to Groundwater (ft. btoc)Date Installed Casing Inner Diameter (I.D. in.) Total Well Depth (ft. btoc) Screen Interval (ft. btoc) TOC Elevation* Groundwater Elevation (ft) 8/15/2017 --2.00 --2.00 NM -- 11/8/2018** --4.68 9.35 2.00 NM -- 11/8/2018*** --0.00 9.75 2.00 NM -- 2/5/2019 1.81 7.19 9.00 2.00 NM -- MW-20R 1/28/2020 2.79 2.70 5.49 1/28/2020 2.00 15 5 - 15 NM -- NOTES: ft. btoc = feet below top of casing I.D. in. = Inside Diameter in Inches TOC = Top of Casing NM = Not Measured *Groundwater elevation is calculated by: [Top of Casing Elevation - Depth to Water] + [free product thickness x 0.8581] **measured prior to the AFVR event conducted on November 8, 2018 ***measured immediately subsequent to the AFVR event conducted on November 8, 2018 Table 2 Monitoring Well Construction and Groundwater Elevation Summary Former Bazemore Grocery 730/732 Mount Olive Road Republican, Bertie County, North Carolina NCDEQ Incident No: TF-38592 ECS Project No: 49:3455-E MW-20 13.0 3 - 13Unknown Sample ID Sample Date Sample Depth (ft. bgs)GRO DRO SW-1 4 - 5 <0.5 0.5 SW-2 4 - 5 2.6 0.65 SW-3 4 - 5 <0.52 <0.52 SW-4 4 - 5 <0.44 0.44 SW-5 4 - 5 50.3 261 SW-6 4 - 5 <0.47 3.9 SW-7 4 - 5 <0.49 0.49 SW-8 4 - 5 <0.57 0.57 SW-9 4 - 5 <0.48 0.85 SW-10 4 - 5 3.5 0.65 50 100 NOTES: NCDEQ = North Carolina Department of Environmental Quality UST = Underground Storage Tank mg/kg = milligram per kilogram BRL = Below Reporting Limit NA = Not Analyzed UVF = Ultraviolet Florescence TPH = Total Petroleum Hydrocarbons DRO = Diesel Range Organics GRO = Gasoline Range Organics Table 3 Summary of Soil Sample Analytical Results Former Bazemore Grocery 730/732 Mt. Olive Road NCDEQ UST Section's Action Level (mg/kg) TPH by UVFAnalytical Method Contaminant of Concern (mg/kg) 1/6/2020 Republican, Bertie County, North Carolina NCDEQ Incident No. TF-38592 ECS Project No. 49:3455-E APPENDIX A APPENDIX B SITE PHOTOGRAPHS FORMER BAZEMORE GROCERY 730/732 MOUNT OLIVE ROADREPUBLICAN, BERTIE COUNTY, NORTH CAROLINANCDEQ INCIDENT NO. TF-38592ECS PROJECT NO. 49:3455-E Photograph 1: View of the underground utility markings within NCDOT Right-of-Way. Photograph 2: View of the underground utility markings northern of the excavation area. SITE PHOTOGRAPHS FORMER BAZEMORE GROCERY 730/732 MOUNT OLIVE ROADREPUBLICAN, BERTIE COUNTY, NORTH CAROLINANCDEQ INCIDENT NO. TF-38592ECS PROJECT NO. 49:3455-E Photograph 3: View of the free product encountered at the base of the excavation. Photograph 4: Additional view of the free product encountered at the base of the excavation. SITE PHOTOGRAPHS FORMER BAZEMORE GROCERY 730/732 MOUNT OLIVE ROADREPUBLICAN, BERTIE COUNTY, NORTH CAROLINANCDEQ INCIDENT NO. TF-38592ECS PROJECT NO. 49:3455-E Photograph 5: View of the excavation activities conducted at the site. Photograph 6: Additional view of the excavation activities conducted at the site. SITE PHOTOGRAPHS FORMER BAZEMORE GROCERY 730/732 MOUNT OLIVE ROADREPUBLICAN, BERTIE COUNTY, NORTH CAROLINANCDEQ INCIDENT NO. TF-38592ECS PROJECT NO. 49:3455-E Photograph 7: View of the excavator backfilling the excavation area with clean imported fill. Photograph 8: View of the excavation area backfilled with clean fill and graded. SITE PHOTOGRAPHS FORMER BAZEMORE GROCERY 730/732 MOUNT OLIVE ROADREPUBLICAN, BERTIE COUNTY, NORTH CAROLINANCDEQ INCIDENT NO. TF-38592ECS PROJECT NO. 49:3455-E Photograph 9: View of the drilling activities conducted to install monitoring well MW-20R. Photograph 10: View of the location of monitoring well MW-20R. SITE PHOTOGRAPHS FORMER BAZEMORE GROCERY 730/732 MOUNT OLIVE ROADREPUBLICAN, BERTIE COUNTY, NORTH CAROLINANCDEQ INCIDENT NO. TF-38592ECS PROJECT NO. 49:3455-E Photograph 11: View of the monitoring well tag and construction details. Photograph 12: View of the free product observed and measured in monitoring well MW-20R. APPENDIX C APPENDIX D Hydrocarbon Analysis Results Client:ECS Samples taken Monday, January 6, 2020 Address:9001 GLENWOOD AVE Samples extracted Monday, January 6, 2020 RALEIGH NC Samples analysed Thursday, January 9, 2020 Contact:MATT GILLIS Operator JENN RYAN Project:3455 - E 12 F03640 Matrix Sample ID Dilution used BTEX (C6 - C9) GRO (C5 - C10) DRO (C10 - C35) TPH (C5 - C35) Total Aromatics (C10-C35) 16 EPA PAHs BaP HC Fingerprint Match % light % mid % heavy s SW - 1 19.8 <0.5 <0.5 0.5 0.5 0.53 <0.16 <0.02 0 67.3 32.7 Residual HC s SW - 2 26.0 <0.65 2.6 0.65 3.25 0.41 <0.21 <0.026 95.7 3 1.3 Deg.Gas,(FCM) s SW - 3 21.0 <0.52 <0.52 <0.52 <0.52 <0.1 <0.17 <0.021 0 100 0 PHC not detected s SW - 4 17.6 <0.44 <0.44 0.44 0.44 0.37 <0.14 <0.018 0 75.6 24.4 V.Deg.PHC 88.6%,(FCM) s SW - 5 23.4 <0.59 50.3 261 311.3 15.5 0.62 <0.023 97.8 1.7 0.5 Deg.Light PHC 83.3%,(FCM),(PFM),(P) s SW - 6 19.0 <0.47 <0.47 3.9 3.9 1.9 <0.15 <0.019 0 72.9 27.1 Deg.Fuel 85.3%,(FCM) s SW - 7 19.5 <0.49 <0.49 0.49 0.49 0.34 <0.16 <0.02 0 0 100 Residual HC,(P) s SW - 8 22.8 <0.57 <0.57 0.57 0.57 0.39 <0.18 <0.023 0 38 62 Residual HC,(P) s SW - 9 19.1 <0.48 <0.48 0.85 0.85 0.26 <0.15 <0.019 0 90.6 9.4 Deg Fuel 75.7%,(FCM) s SW - 10 26.0 3.5 3.5 0.65 4.15 0.53 <0.21 <0.026 96.1 2.1 1.8 Deg.Gas,(FCM) Initial Calibrator QC check OK Final FCM QC Check OK 109.5 % Results generated by a QED HC-1 analyser. Concentration values in mg/kg for soil samples and mg/L for water samples. Soil values are not corrected for moisture or stone content Fingerprints provide a tentative hydrocarbon identification. The abbreviations are:- FCM = Results calculated using Fundamental Calibration Mode : % = confidence for sample fingerprint match to library (SBS) or (LBS) = Site Specific or Library Background Subtraction applied to result : (PFM) = Poor Fingerprint Match : (T) = Turbid : (P) = Particulate present Ratios APPENDIX E *"!&'%('"!%"% !-.7+361(&2'*97*)+367.2,0*361908.40*;*007 361# 368-&630.2&*4&681*283+2:.6321*28&2)&896&0*7396(*7>.:.7.323+#&8*69&0.8=*:.7*)&2 *188;:?=-/?;=:2;=9-?5;: #*003286&(836&1* #*003286&(836*68.+.(&8.3291'*6 314&2=&1* *188;:>?=@/?5;:#1=95? 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