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HomeMy WebLinkAboutAS-3303_28466_CA_CAI_20170306_Performance 27606 Whitehall Executive Center Drive, Suite 800 Charlotte, NC 28273 Tel: 704-529-3200 Fax: 704-529-3272 www.atcgroupservices.com N.C. Engineering License No. C-1598 1 March 6, 2017 Mr. Dan Murphy North Carolina Department of Environmental Quality Asheville Regional Office Division of Waste Management - UST Section 2090 US Highway 70 Swannanoa, North Carolina 28778 Re: Corrective Action Performance Report Former Tilley’s Superette 1710 Union Grove Road Lenoir, North Carolina 28645 Facility ID No. 0-007680 NCDEQ Incident No. 28466 Site Risk: H155D ATC Project No. CARTILL Dear Mr. Murphy: ATC Associates of North Carolina, P.C. (ATC), on behalf of Cary Oil Company (Cary Oil), is submitting a Corrective Action Performance Report which summarizes Air Sparge/Soil Vapor Extraction (AS/SVE) system operation and maintenance (O&M) activities conducted from November 2016 through January 2017. As outlined in the August 2009 Corrective Action Plan, AS/SVE technologies were the chosen corrective actions for this site based on site conditions and technical considerations. The AS/SVE wells were installed from November 14 to November 22, 2011. The system components were delivered and installed from December 2011 to March 2012. The system was started on April 24, 2012. O&M site visits were conducted by ATC personnel on November 7, 2016, December 6, 2016, and January 3, 2017. The AS/SVE system achieved approximately 85% run-time from November 2016 through January 2017. Downtime was due to a power fault in December 2016. Vacuum readings for each well point at the SVE manifold were set at approximately 49 inches of water during the reporting period. Soil vapor extraction wells SVE-6 through SVE-8 have been off since April 8, 2013, to increase system vacuum in areas of highest groundwater impact. Pressure readings for each well point at the AS manifold were set at approximately 12 psi. Air sparge wells AS-4 through AS-10 are currently turned off to direct system pressure to areas of highest groundwater impact. ATC collected an SVE influent air sample on December 6, 2016. The air sample was submitted to Prism Laboratories, Inc. for analysis by EPA Method TO-18. The laboratory analytical report is provided in Appendix A. Table 1 shows SVE cumulative recovery calculations based on system influent sampling data. Assuming consistent recovery during each day of operation between sampling dates, approximately 3,374 pounds of total BTEX have been recovered since system startup. 3 TABLES Date Cross-Sectional Area of Pipe Conversion Factor3 Days of Operation Cumulative Recovery (ft2) (lb-m3/mg-ft3)(lb/hr) (lb/day) (days) (lbs) 06/20/12 0.08700 2,982 259.4 835.9 0.00000006243 0.8123 19.50 57.00 1,111 09/19/12 0.08700 3,433 298.7 367.0 0.00000006243 0.4106 9.85 91.00 2,008 12/19/12 * 0.08700 3,433 298.7 305.0 0.00000006243 0.3412 8.189 91.00 2,753 03/20/13 0.08700 2,260 196.6 90.50 0.00000006243 0.06665 1.600 91.00 2,899 06/26/13 0.08700 828.0 72.04 101.9 0.00000006243 0.02750 0.6599 98.00 2,963 09/28/13 * 0.08700 828.0 72.04 25.10 0.00000006243 0.006773 0.1625 94.00 2,979 12/30/13 * 0.08700 564.0 49.07 140.10 0.00000006243 0.02575 0.6180 93.00 3,036 03/11/14 * 0.08700 465.0 40.46 76.14 0.00000006243 0.01154 0.2769 71.00 3,056 06/17/14 0.08700 545.0 47.42 60.28 0.00000006243 0.01071 0.2569 98.00 3,081 09/08/14 0.08700 512.0 44.54 24.30 0.00000006243 0.004055 0.09731 83.00 3,089 01/07/15 0.08700 488.0 42.46 82.30 0.00000006243 0.01309 0.3141 121.0 3,127 03/04/15 0.08700 498.0 43.33 91.51 0.00000006243 0.01485 0.3564 56.00 3,147 06/18/15 0.08700 521.0 45.33 6.07 0.00000006243 0.001031 0.02473 106.0 3,150 10/29/15 0.08700 530.0 46.11 205.6 0.00000006243 0.03551 0.8523 133.0 3,263 12/22/15 * 0.08700 530.0 46.11 111.0 0.00000006243 0.01917 0.4601 54.00 3,288 03/31/16 0.08700 534.0 46.46 49.5 0.00000006243 0.00861 0.2065 100.00 3,309 06/29/16 0.08700 592.0 51.50 65.6 0.00000006243 0.01265 0.3035 90.00 3,336 09/29/16 0.08700 430.0 37.41 71.6 0.00000006243 0.01003 0.2408 92.00 3,358 12/06/16 0.08700 544.0 47.33 55.3 0.00000006243 0.0098 0.2353 68.00 3,374 Notes: * Influent velocity inferred; reading not collected due to water in line 4. Mass removal rate = (air flow rate) x (total BTEX) x (conversion factor) x (60 min/hr or 1,440 min/day) 3. Conversion factor to convert units of concentration from mg/m3 to lb/ft3 Facility ID Number 0-007680 2. Total BTEX concentrations in influent air are based on EPA Method 18 laboratory data Table 1 SVE System Cumulative Recovery Former Tilley's Superette 1710 Union Grove Road Lenoir, North Carolina 1. Air flow rate = (cross-sectional area) x (influent velocity) Incident Number 28466 Influent Velocity (ft/min) Air Flow Rate1 (ft3/min) Total BTEX2 (mg/m3) Mass Removal Rate4 Table 2 Depth to Water and Dissolved Oxygen Readings Former Tilley's Superette 1710 Union Grove Road Lenoir, North Carolina Facility ID Number 0-007680 Incident Number 28466 DTW DO DTW DO DTW DO DTW DO DTW DO DTW DO DTW DO DTW DO DTW DO DTW DO DTW DO DTW DO (ft below TOC)(mg/L)(ft below TOC)(mg/L)(ft below TOC)(mg/L)(ft below TOC)(mg/L)(ft below TOC)(mg/L)(ft below TOC)(mg/L)(ft below TOC)(mg/L)(ft below TOC)(mg/L)(ft below TOC)(mg/L)(ft below TOC)(mg/L)(ft below TOC)(mg/L)(ft below TOC)(mg/L) MW-1 40.90 8.11 40.20 7.69 40.08 8.68 40.22 6.29 42.26 3.22 35.12 7.92 34.62 8.71 34.99 2.02 37.36 8.40 38.27 3.93 36.21 2.09 35.68 3.23 MW-2 41.05 NR 40.38 1.46 40.14 2.82 40.21 1.49 41.98 2.26 35.23 3.53 34.68 6.03 34.58 7.15 36.92 3.01 37.68 3.97 35.87 2.37 34.86 2.92 MW-3 40.51 NR 39.88 4.12 39.59 5.46 39.52 2.53 41.91 2.07 34.91 8.29 34.28 8.97 34.50 6.01 37.03 4.91 37.92 4.04 35.96 4.32 35.16 2.26 MW-4 34.51 7.42 33.69 7.99 33.60 10.48 33.90 8.51 35.75 8.06 28.06 7.03 28.47 8.76 29.40 4.28 31.42 6.34 32.83 4.25 29.73 4.93 NM NM MW-5D 41.38 8.58 40.64 1.33 40.50 1.68 40.76 2.46 42.58 2.08 35.23 2.47 34.98 5.51 35.57 4.82 37.64 3.19 38.64 3.78 36.35 2.82 35.98 9.14 MW-6 37.33 7.21 36.39 8.37 36.33 9.74 36.58 7.17 38.66 7.71 30.78 8.43 31.02 8.72 31.76 6.62 33.91 6.62 NM NM NM NM NM NM MW-7 31.83 9.24 31.23 8.66 30.23 11.11 31.55 8.99 33.43 9.42 25.26 8.28 25.82 8.70 27.10 6.79 28.74 6.87 NM NM NM NM NM NM MW-8 35.05 9.52 34.58 8.31 34.76 10.20 35.16 7.78 36.52 9.02 29.08 8.32 29.76 9.41 30.94 6.29 32.43 7.42 NM NM NM NM NM NM MW-9 39.23 2.81 38.78 5.05 38.75 7.83 39.06 2.35 40.61 2.67 33.27 8.26 33.87 8.76 34.59 6.09 36.35 3.71 37.57 3.87 34.59 2.98 35.20 3.07 MW-10 41.53 5.83 41.13 6.60 40.80 7.58 40.84 6.60 42.53 6.93 36.18 8.22 37.59 7.38 35.07 6.91 37.81 5.67 NM NM NM NM NM NM MW-11 40.80 9.14 40.11 4.11 39.82 4.22 39.81 2.89 41.85 2.06 35.32 6.96 34.47 8.34 34.30 4.05 36.98 3.85 37.81 4.25 NM NM NM NM MW-12 39.23 5.62 39.02 8.12 39.05 6.88 39.38 4.38 40.91 2.28 33.88 8.25 34.56 8.42 35.47 3.89 37.09 1.99 38.28 4.68 35.20 3.41 36.00 3.08 MW-13 27.74 9.46 27.43 8.05 27.59 9.53 28.03 8.10 29.27 8.98 22.13 8.64 22.86 8.31 24.02 5.88 25.46 7.24 NM NM NM NM NM NM MW-14 29.59 6.57 28.96 7.10 29.15 9.24 29.64 7.77 30.98 8.24 23.57 8.78 25.43 8.29 25.47 5.81 26.95 6.56 NM NM NM NM NM NM MW-15 31.16 9.28 30.86 10.02 30.90 11.15 31.37 8.88 32.62 10.40 25.24 8.76 25.91 8.48 27.08 7.91 28.56 6.64 NM NM NM NM NM NM MW-16D 39.74 5.99 39.40 1.70 41.00 2.90 39.86 1.64 41.20 1.65 34.06 5.98 34.80 9.37 35.75 2.31 37.30 2.61 38.72 3.26 35.33 4.00 36.30 2.85 MW-17 40.66 8.52 40.38 5.48 40.37 7.38 40.63 4.98 42.08 Dry 35.86 8.85 36.56 7.50 37.13 5.21 38.68 5.64 NM NM NM NM NM NM MW-18 37.21 7.49 36.92 6.26 37.02 6.95 37.38 5.24 38.75 6.47 31.77 7.68 32.59 7.68 33.53 4.49 35.10 5.93 NM NM 33.29 7.44 34.05 7.56 MW-19 25.54 8.99 25.23 6.59 25.41 9.43 25.81 5.23 27.04 Dry 19.93 8.83 20.68 7.63 21.83 4.96 23.28 6.34 NM NM NM NM NM NM MW-20 16.11 5.67 15.89 5.62 16.04 8.96 16.42 5.40 17.54 8.01 10.53 8.90 11.54 8.76 12.43 7.32 13.85 6.40 NM NM NM NM NM NM TOC = top of casing NR = not recorded (sheen observed) NM = not measured 8/17/20168/14/20132/13/2013 Well ID 5/7/2012 6/6/2012 7/9/2012 8/8/2012 2/18/20168/19/20152/17-18/20158/14/20142/11/2014 4 FIGURE TI T L E PR O J E C T N O . NO T E S : DA T E TI T L E SC A L E RE V . B Y PR E P . B Y CA D F I L E 5 APPENDIX A