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HomeMy WebLinkAboutAllen- SOIL BTV MEMO_FINALTECHNICAL MEMORANDUM Date: September 5, 2017 File: 1026.17 To: Sean DeNeale (Duke Energy) Cc Kathy Webb (SynTerra) From: Chris Suttell (SynTerra) =S Subject: Background Threshold Values for Soil Allen Steam Station — Belmont, NC An updated background soil dataset was provided to the North Carolina Department of Environmental Quality (NCDEQ) for Allen Steam Station (Allen) on May 26, 2017. Additionally, the revised Statistical Methods for Developing Reference Background Concentrations for Groundwater and Soil at Coal Ash Facilities (statistical methods document) (HDR Engineering, Inc. and SynTerra Corporation, May 2017) was provided to NCDEQ. On July 7, 2017, NCDEQ provided a response letter (Zimmerman to Draovitch, July 7, 2017) for each Duke Energy coal ash facility that identified soil and groundwater data appropriate for inclusion in the statistical analysis to determine background threshold values (BTVs) for both media. As outlined in the NCDEQ July 7, 2017 letter, Duke Energy is required to provide BTVs for both media within 60 days from receipt of the NCDEQ letter for facilities submitting Comprehensive Site Assessments (CSAs) later than October 31, 2017. BTVs for groundwater are provided under separate cover. Updated background soil datasets provided to NCDEQ on May 26, 2017 incorporated comments provided in a letter by NCDEQ (Zimmerman to Draovitch, April 28, 2017). NCDEQ requested that Duke Energy collect a minimum of 10, rather than the previously planned eight, valid background samples prior to the determination of BTVs for each constituent. For soil datasets with less than 10 valid samples available for BTV determination, no formal upper tolerance limit (UTL) statistics could be run and the provisional BTV (PBTV) for a constituent was computed to be either: h The highest value, or h If the highest value is above an order of magnitude greater than the geometric mean of all values, then the highest value should be considered an outlier and removed from further use and the PBTV is computed to be the second highest value. Soil samples meeting the following criteria are considered valid for use in statistical determinations of BTVs: h Sample was collected from a location that is not impacted by coal combustion residuals or coal associated materials; P: \ Duke Energy Carolinas \ 17.ALLEN \ 05.EHS CAMA Compliance Support \ Assessment \ Background \ Soil \ Tech Memos \ 2017-09 \ Allen- SOIL BTV MEMO_FINAL.docx Background Threshold Values- Soil September 5, 2017 Allen Steam Station Page 2 of 3 0 Sample was collected from a depth not less than 0.5 feet below ground surface; 0 Sample was collected from a location that is not impacted by other potential anthropogenic sources of constituents; and h Sample is collected from the unsaturated zone, greater than one foot (ft) above the seasonal high water table elevation. Additional site-specific requirements related to the Allen background soil dataset as outlined in the July 7, 2017 NCDEQ letter have been incorporated into the soil background dataset. This technical memorandum summarizes the revised background soil datasets and statistically determined BTVs. Statistical determinations of BTVs were performed in accordance with the revised Statistical Methods for Developing Reference Background Concentrations for Groundwater and Soil at Coal Ash Facilities (statistical methods document) (HDR Engineering, Inc. and SynTerra Corporation, May 2017). SOIL BACKGROUND DATA Soil samples were collected from soil borings conducted at the Allen Plant during the 2015 Comprehensive Site Assessment (CSA). Background soil sample locations are presented in Figure 1. The background dataset provided to NCDEQ on May 26, 2017 included pooled soil samples collected from multiple depth intervals. Only samples collected from background locations at depth intervals greater than one foot above the seasonal high water table were included in the dataset. The background soil dataset has been further revised from the May 26, 2017 submittal based on input from NCDEQ in the July 7, 2017 letter. NCDEQ determined the following samples are not appropriate for use in determining BTVs: 1611 GWA-15D — collected immediately adjacent to the waste boundary west of the ash storage area and according to the boring log, was collected in fill material, and h GWA-51) — collected immediately adjacent to the waste boundary east of the ash basin and was collected in fill material. Prior to statistical determinations, the background soil dataset was re -screened for outliers to adjust for the removal samples from the dataset. An updated background soil dataset identifying valid samples and statistical outliers are presented as Table 1. Currently, the background dataset satisfies the minimum requirement of 10 samples to use formal statistics to derive BTVs for all constituents except antimony, arsenic, boron, molybdenum, selenium, sodium and thallium. The dataset for arsenic and selenium contains zero valid samples. The background soil dataset for antimony and thallium included laboratory reporting limits above the NCDEQ IHSB Preliminary Soil Remediation Goals (PSRG) Protection of Groundwater standards (dated October 2016). NCDEQ requires that the analytical practical quantitation limit (PQL) for antimony and thallium be less than the PSRG Protection of Groundwater for the data to be valid for calculating BTVs. P: \ Duke Energy Carolinas \ 17.ALLEN \ 05.EHS CAMA Compliance Support \ Assessment \ Background \ Soil \ Tech Memos \ 2017-09 \ Allen- SOIL BTV MEMO_FINAL.docx Background Threshold Values- Soil September 5, 2017 Allen Steam Station Page 3 of 3 BTVs were calculated using formal UTL statistics for constituent datasets meeting the minimum requirement of 10 samples. Arsenic, boron, molybdenum, selenium and sodium datasets contain less than 10 valid samples. Antimony, and thallium have zero valid samples; therefore, PBTVs are not presented for these consitutents. PBTVs for arsenic, boron, molybdenum and sodium were determined to be either the maximum value, or, if the maximum value was above an order of magnitude greater than the geometric mean of all values, the second highest value. Therefore, the PBTV for arsenic, boron, molybdenum and sodium were computed. BTVs and PBTVs for constituents in site soil are provided in Table 2. Additional soil samples will be collected at locations approved by NCDEQ to satisfy the minimum number of soil samples and provide antimony and thallium by a method whereby the PQL is below the PSRG Protection of Groundwater values. Once the planned additional samples are included in the dataset, the dataset will be screened for outliers and BTVs computed. Sampling and analysis of additional background soil samples is not complete at this time. Therefore, as previously stated, PBTVs for arsenic, boron, molybdenum and sodium were computed and are provided in Table 2. Boring logs and analytical data for subsequent collection of background soil samples will be submitted to the NCDEQ Regional Office if received and processed in sufficient time for review prior to the preparation of the updated CSA report. LIST OF FIGURES: Figure 1 Background Soil Sample Location Map LIST OF TABLES: Table 1 Background Unsaturated Soil Data Summary Table 2 Background Threshold Values for Soil P: \ Duke Energy Carolinas \ 17.ALLEN \ 05.EHS CAMA Compliance Support \ Assessment \ Background \ Soil \ Tech Memos \ 2017-09 \ Allen- SOIL BTV MEMO_FINAL.docx Background Threshold Values- Soil Allen Steam Station FIGURE September 5, 2017 P: \ Duke Energy Carolinas \ 17.ALLEN \ 05.EHS CAMA Compliance Support \ Assessment \ Background \ Soil \ Tech Memos \ 2017-09 \ Allen- SOIL BTV MEMO_FINAL.docx y.-7- `�" .• � �-. 'may � -•_e'r� � � a �r j +1 4 �• 4�I 1 _ s �.. - # a s s! 1 .^� ' � '.. ••■ I it's BGSB a. - `~ BGSB-GWA8 #_ v Me BGSB-BG2 i 06 4 44 r Y y 1 y s _ ■ _ f i h ♦, T - _ „' • iii ' _ f�. " . !'■"`_ *t - Y lr BGS_ B-GWA23 . s , s t 'Lay •-I -_BGS13=GWA26 ,s•, . ti R rBGSB-BG1 l • l� , Ir y 500 250 0 500 1,000 FIGURE 1 I `.� . r GRAPHIC SCALE IN FEET BACKGROUND• PHONE148 RIVER STREET, SUITE 220 SAMPLE LOCATIONS GREENVILLE, SOUTH CAROLINA 29601 STATION Background Threshold Values- Soil Allen Steam Station TABLES September 5, 2017 P: \ Duke Energy Carolinas \ 17.ALLEN \ 05.EHS CAMA Compliance Support \ Assessment \ Background \ Soil \ Tech Memos \ 2017-09 \ Allen- SOIL BTV MEMO_FINAL.docx TABLE 1 BACKGROUND UNSATURATED SOIL DATA SUMMARY ALLEN STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELMONT, NC Prepared by: JHG Checked by: CJS Notes: 54 - Indicates values omitted from dataset. --- - Not applicable; non -detect concentration greater than PSRG Protection of Groundwater; value omitted - Indicates data removed /identified as an outlier j - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. j- - Estimated concentration, biased low. j+ - Estimated concentration, biased high. mg/kg - milligrams per kilogram NE - Not established PSRG Protection of Groundwater - NCDEQ IHSB Preliminary Soil Remediation Soil Remediation Goals Table - October 2016 S.U. - Standard Units U - Results not detected at concentrations which equal the laboratory's method reporting limit. P:\Duke Energy Carolinas\17.ALLEN\05. EHS CAMA Compliance Support\Assessment\Background\Soil\Tech Memos\2017-09\Tables\Table 1 -Allen Soils Page 1 of 1 Analytical Parameter pH Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chloride Chromium Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel �asN) Potassium Selenium Sodium Strontium Sulfate Thallium Vanadium Zinc Reporting Units S.U. mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg PSRG Protection of Groundwater NE NE 0.9 5.8 580 63 45 3 NE NE 360000 0.9 700 150 270 NE 65 1 NE 130 NE NE 2.1 NE NE NE 0.28 6 1200 Sample ID Sample Collection Date Analytical Results BG -1D (1.0-2.0) 4/27/2015 5.8 15300 --- --- 20.5 0.32 U 15.8 U 0.76 U 462 305 U 15.2 13.3 8.1 35100 10.9 297 340 0.074 3.2 U 2.2 30.5 U 162 j --- 316 U 3.3 305 U --- 78.1 10.1 BG -1D (9.0-10.5) 4/27/2015 5.5 6450 --- --- 42.8 0.61 16.9 U 0.81 U 169 U 357 U 4.6 --- 26.7 53600 7.1 433 293 0.016 3.4 U 1.7 U 35.7 U 339 U --- 339 U 3.4 U 357 U --- 343 14.7 BG -1D (19.0-20.5) 4/28/2015 5.3 4990 --- --- 46.2 0.36 15.5 U 0.74 U 155 U 304 U 14.7 14.5 11.9 27600 7.6 903 436 0.0094 U 3.1 U 1.8 30.4 U 752 --- 310 U 3.1 U 304 U --- 68.1 13.2 BG -1D (45-50) 5/1/2015 5.7 j 20100 --- --- 203 0.91 23.4 j+ 0.92 U 245 363 U 6.2 18.7 29 33600 6.9 j 10000 1060 0.011 U 3.8 U 5.3 36.3 Uj 10100 --- 384 U 10.1 363 U --- 79.3 88.2 BG -2D (1.0-2.5) 5/14/2015 5 j 29280 --- --- 216 0.38 j 21.8 U 1 U 127 j 423 U 6.7 5.6 j 34.3 51300 6.3 j 10400 627 0.026 4.4 U 2.2 U 42.3 Uj 9740 --- 436 U 3.9 j 423 U --- 81.6 64.4 BG -2D (8.5-10.0) 5/14/2015 5.4 j 17800 --- --- 1 208 0.35 116.1 U 0.77 U 195 315 U 1 3.1 9.7 1 3.2 23100 1 3.6 j 8930 1 587 0.0082 j 3.2 U 1.4 j 31.5 Uj 8720 --- 322 U 5.5 315 U --- 49 59.4 BG -2D (18.0-20.0) 5/14/2015 6 j 15500 --- --- 233 0.95 17.6 U 0.84 U 1260 336 U 2.7 19.4 55.7 32400 3.9 j 9490 1340 0.011 U 3.5 U 1.8 U 33.6 Uj 7790 --- 351 U i6..7 336 U --- 77.5 64.3 BG -3D (1-2.5) 2/23/2015 5.1 j 11800 --- 3.4 Uj 229 0.85 17.2 U 0.11 j 517 345 U 30.9 19.8 31.2 24900 6.1 4780 712 0.017 3.4 U 53.5 34.5 Uj 3370 --- 344 U 12 345 U --- 48.5 52.3 BG -3D (13.5-15) 2/23/2015 5.4j 8570 --- 3 U 109 0.36 Uj 3-6 0.35 59.8 311 U 1.7 28.5 10.3 13600 33-6 4890 962 0.0071j OAU 2.1 31.1 Uj 5220 --- 33.3j 1.5 311 U --- 40.9 36.4 BG -3D (18.5-20) 2/23/2015 6-9-1 2500 --- 1.2 U 26.3 0.071 j 341 0.14 U 773 291 U 7.6 3.9 18.2 6400 1.7 1160 172 0.01 U 8-69 0.78 29.1 Uj 1110 1.2 U 59.3-U 1.3 291 U --- 15.3 16.8 GWA-14D(10.0-12.0) 6/9/2015 5.1 11200 --- --- 84.3 0.46 U 23.1 U 1.1 U 231 U 437 U 4.9 5.7 j 30.3 34700 5.8 j 2680 501 0.014 U 4.6 U 5.1 43.7 U 2430 --- 461 U 4.6 U 437 U --- 89.8 23.9 GWA-8D (38.5-40) 2/18/2015 6.2 12100j+ --- 3.7 U 136 1.3 41.3 0.18 U 373 U 372 U 43.3 32.6 59.5 44300 j+ 3.3 3090 1190 0.01 U 875TH 20&8 37.2 Uj 2150 --- 74641 7.5 U 372 U --- 90 23.2 GWA-8D (48.5-50) 2/18/2015 5.9 17200 j+ --- 3.6 U 211 1.5 42:5 0.18 U 365 U 375 U 48A 39.8 53.8 43000 j+ 4.8 6490 1280 0.01 U 7-.344 59,6 37.5 Uj 4440 --- 73841 7.3 U 375 U --- 89.9 72.3 Prepared by: JHG Checked by: CJS Notes: 54 - Indicates values omitted from dataset. --- - Not applicable; non -detect concentration greater than PSRG Protection of Groundwater; value omitted - Indicates data removed /identified as an outlier j - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. j- - Estimated concentration, biased low. j+ - Estimated concentration, biased high. mg/kg - milligrams per kilogram NE - Not established PSRG Protection of Groundwater - NCDEQ IHSB Preliminary Soil Remediation Soil Remediation Goals Table - October 2016 S.U. - Standard Units U - Results not detected at concentrations which equal the laboratory's method reporting limit. P:\Duke Energy Carolinas\17.ALLEN\05. EHS CAMA Compliance Support\Assessment\Background\Soil\Tech Memos\2017-09\Tables\Table 1 -Allen Soils Page 1 of 1 TABLE 2 BACKGROUND THRESHOLD VALUES FOR SOIL ALLEN STEAM STATION DUKE ENERGY CAROLINAS, LLC, BELMONT, NC Parameter Reporting Unit PSRG Protection of Groundwater BTV pH* S. U. NE 4.3 - 6.8 Aluminum mg/kg NE 26,991 Antimony mg/kg 0.9 NA Arsenic mg/kg 5.8 3.7t Barium mg/kg 580 233 Beryllium mg/kg 63 1.3 Boron mg/kg 45 23.4t Cadmium mg/kg 3 0.368 Calcium mg/kg NE 1,192 Chloride mg/kg NE ND Chromium mg/kg 360,000 93.6 Cobalt mg/kg 0.9 48.6 Copper mg/kg 700 78.4 Iron mg/kg 150 69,316 Lead mg/kg 270 12.3 Magnesium mg/kg NE 15,100 Manganese mg/kg 65 1786 Mercury mg/kg 1 0.0233 Molybdenum mg/kg NE 4.6t Nickel mg/kg 130 9.08 Nitrate (as N) mg/kg NE ND Potassium mg/kg NE 13,742 Selenium mg/kg 2.1 NA Sodium mg/kg NE 461t Strontium mg/kg NE 24.9 Sulfate mg/kg NE ND Thallium mg/kg 0.28 NA Vanadium mg/kg 6 132 Zinc mg/kg 1,200 112 Prepared by: LWD Checked by: CJS Notes: * - Upper and lower threshold values calculated for parameter t - Indicates value is provisional; dataset contains less than 10 valid samples mg/kg - milligrams per kilogram NA - Not applicable; dataset contains zero valid samples ND - Not Detected NE - Not Established S.U. - Standard Unit P:\Duke Energy Carolinas\17.ALLEN\05.EHS CAMA Compliance Support\Assessment\Background\Soil\Tech Memos\2017-09\Tables\ TABLE 2 - Allen Soil BTVs Page 1 of 1