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HF Lee - GW BTV TM FINAL_20170905
41P synTerra TECHNICAL MEMORANDUM Date: September 5, 2017 File: 1026.04 To: Ryan Czop (Duke Energy) Cc: Kathy Webb (SynTerra) From: Judd Mahan (SynTerra) Subject: Background Threshold Values for Groundwater H.F. Lee Energy Complex— Goldsboro, NC An updated background groundwater dataset was provided to the North Carolina Department of Environmental Quality (NCDEQ) for H.F. Lee Energy Complex (H.F. Lee) 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) after October 31, 2017. BTVs for soil are provided under separate cover. The revised background groundwater dataset provided to NCDEQ on May 26, 2017 addressed comments provided in a letter by NCDEQ (Zimmerman to Draovitch, April 28, 2017). NCDEQ requested Duke Energy collect at least 10, rather than the previously planned eight, valid samples from background monitoring wells prior to determination of BTVs for constituents within each flow system. For groundwater datasets with less than 10 valid samples available for determination of BTVs, no formal upper tolerance limit (UTL) statistics will be run and the provisional BTV (PBTV) for a constituent and groundwater flow system will be computed to be either: ill The highest value, or 0 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. NCDEQ requested that the updated background groundwater dataset exclude data from the background data set due to one or more of the following conditions: 01 Sample pH is greater than or equal to 8.5 standard units (S.U.) unless the regional DEQ office has determined an alternate background threshold pH for the site; P: \ Duke Energy Progress.1026 \ Statistics_CAMA \ Background Determinations for NCDEQ July 7 2017 \ BTV TECH MEMO \ HF Lee \ Groundwater \ HF Lee - GW BTV TM_FINAL.docx Background Threshold Values for Groundwater September 5, 2017 H.F. Lee Energy Complex Page 2 of 3 0 Sample turbidity is greater than 10 Nephelometric Turbidity Units (NTUs); ,67 Result is a statistical outlier identified for background sample data presented to NCDEQ on May 26, 2017; 0 Sample collection occurred less than a minimum 60 days between sampling events; and 0 Non -detect results are greater than 2L/IMAC. Additional site -specific requirements related to the groundwater background dataset for H.F. Lee as outlined in the July 7, 2017 NCDEQ letter, such as exclusion of data not approved by NCDEQ, have been incorporated into the groundwater background dataset. This technical memorandum summarizes the revised background groundwater 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). GROUNDWATER BACKGROUND DATA The current background monitoring well network consists of wells installed within three flow zones — surficial, Black Creek, and Cape Fear. Well locations are presented on Figure 1. Background datasets provided to NCDEQ on May 26, 2017 were revised based on input from NCDEQ in the July 7, 2017 letter. The revised background datasets for each flow system utilized to statistically determine naturally occurring concentrations of inorganic constituents in groundwater are provided in Table 1. The following sections summarize the refined background datasets along with the results of the statistical evaluations for determining BTVs. SURFICIAL Seven wells — AMW-11S, AMW-12S, AMW-13S, AMW-17S, CCR-100S, IMW- 01S, and IMW- 03S — monitor background groundwater quality within the surficial flow zone. The CCR-100S location was not included in the NCDEQ approved background location list of July 7, 2017. However, in follow-up correspondence on August 14, 2017, NCDEQ concurred that this surficial flow zone background well was appropriate for use in development of BTVs. Samples collected less than 60 days between sampling events, statistical outliers, and invalid data were omitted prior to statistical determinations. The updated background dataset for the surficial flow zone meets the minimum requirement of 10 samples for all constituents. The revised surficial flow zone background dataset is presented in Table 1. BTVs were calculated for constituents monitored within the surficial flow zone using formal UTL statistics. BTVs for the surficial flow zone are presented in Table 2. P: \ Duke Energy Progress.1026 \ Statistics_CAMA \ Background Determinations for NCDEQ July 7 2017 \ BTV TECH MEMO \ HF Lee \ Groundwater \ HF Lee - GW BTV TM_FINAL.docx Background Threshold Values for Groundwater September 5, 2017 H.F. Lee Energy Complex Page 3 of 3 BLACK CREEK As discussed between Duke Energy, NCDEQ and SynTerra, sampling of monitoring wells from the Black Creek flow zone have not indicated exceedances for arsenic or boron, the primary constituents that occur at levels greater than background at H.F. Lee. Additionally, the Black Creek is limited in both horizontal and vertical extent. It has been been identified only in wells at the east side of the active basin. Only one well - AMW-17BC - monitors background groundwater quality within the Black Creek flow zone. Due to these factors, statistical determination of background concentrations for constituents in the Black Creek flow zone is not anticipated as a requirement for completion of the CSA. The AMW-17BC location was not included in the NCDEQ approved background location list of July 7, 2017. However, in follow-up correspondence on August 14, 2017, NCDEQ concurred that this Black Creek flow zone background well was appropriate for use in development of BTVs. Currently, two valid samples have been collected from AMW-17BC. The background groundwater dataset for the Black Creek flow zone does not meet the minimum requirement of 10 samples. Table 1 presents the revised background dataset for the Black Creek flow zone. No formal UTL statistics were performed and PBTVs were not computed with only two valid samples. For the purposes of comparison, the 2L/IMAC will be relied upon until sufficient data is available to develop BTVs. CAPE FEAR Seven wells - AMW-11BC, AMW-12BC, AMW-13BC, AMW-16BC, IMW- 0113C, IMW- 02BC and IMW- 03BC - monitor background groundwater quality within the Cape Fear flow zone. In the July 7, 2017 letter, NCDEQ identified AMW-16BC as a location potentially in contact with Black Creek flow zone. Review of boring logs indicates this location is within the Cape Fear flow zone and is thus included in the Cape Fear background dataset. Samples collected less than 60 days between sampling events, statistical outliers, and invalid data were omitted prior to statistical determinations. The updated background dataset for the Cape Fear flow zone meets the minimum requirement of 10 samples for all constituents. The revised Cape Fear flow zone background dataset is presented in Table 1. BTVs were calculated for constituents monitored within the Cape Fear flow zone using formal UTL statistics and are presented in Table 2. LIST OF FIGURES: Figure 1 Well Location Map LIST OF TABLES: Table 1 Background Groundwater Results through March 2017 Table 2 Background Threshold Values for Groundwater P: \ Duke Energy Progress.1026 \ Statistics_CAMA \ Background Determinations for NCDEQ July 7 2017 \ BTV TECH MEMO \ HF Lee \ Groundwater \ HF Lee - GW BTV TM_FINAL.docx Background Threshold Values for Groundwater September 5, 2017 H.F. Lee Energy Complex FIGURE P:\Duke Energy Progress.1026\Statistics—CAMA\Background Determinations for NCDEQ July 72017\BTV TECH MEMO \ HF Lee \ Groundwater \ HF Lee - GW BTV TM_FINAL.docx Background Threshold Values for Groundwater September 5, 2017 H.F. Lee Energy Complex TABLES P:\Duke Energy Progress.1026\Statistics—CAMA\Background Determinations for NCDEQ July 72017\BTV TECH MEMO \ HF Lee \ Groundwater \ HF Lee - GW BTV TM_FINAL.docx TABLE 1 UPDATED BACKGROUND GROUNDWATER ANALYTICAL RESULTS THROUGH MARCH 2O17 H.F. LEE ENERGY COMPLEX DUKE ENERGY PROGRESS, LLC, GOLDSBORO, NC ��®�e�mmome�m�vae®�®gym®®�am�e�m�maa�aa�me 10/05/2016 07/28/2016 ��®gem®m�me�m�vae®�m�m���am�e�m®®aa�ve�mae P:\Duke Energy P,og—s.1026\Statistics_CAMA\13ackground Determinations for NCDEQ July 7 2817\13TV TECH MEMO\HF Lee\Groundwater\Tables\TABLE 1 - HF Lee_BG GW Data.xlsz Page 1 of 2 TABLE 1 UPDATED BACKGROUND GROUNDWATER ANALYTICAL RESULTS THROUGH MARCH 2O17 H.F. 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Target analyte concentration in sample is less than 1OX the concentration in the method blank. Analyte concentration in sample could be due to blank contamination. 82 - Target analyte was detected in blank(s) at a concentration greater than 1/2 the reporting limit but less than the reporting limit Analyte concentration in sample is valid and may be used for compliance purposes. 83 - Target analyte was detected in Continuing Calibration Blank(s) at a concentration greater than 1/2 the reporting limit but less than the reporting limit. Analyte concentration in sample is valid and may be used for compliance purposes. CL - The continuing calibration for this compound is outside of Pace Analytical acceptance limits. The results may be biased low. D3 - Sample was diluted due to the presence of high levels of non -target analytes or other matrix interference. D6 - The relative percent difference (RPD) between the sample and sample duplicate exceeded laboratory control limits. H - Sample analyzed past the recommended holding time. L3 - Analyte recc,ery in the laboratory control sample (LCS) exceeded quality control (QC) limits. Analyte presence below reporting limits in associated samples. Results unaffected by high bias. Ml - Matrix spike recovery was high: the associated Laboratory Control Spike (LCS) was acceptable. M2 - Matriz spike recovery was Low: the associated Laboratory Control Spike (LCS) was acceptable. M4 -The spike recovery value was unusable since the analyte concentration In the sample was disproportionate to the spike level. The associated Laboratory Control Spike recovery was acceptable. M6 - Matrix spike and Matrix spike duplicate recovery not evaluated against control limits due to sample dilution. NI - This sample was inadvertently collected with sample running through the flow cell and should be considered invalid based on possible contamination from the Now cell. Rl - Relative Percent Difference (RPD) value was outside control limits. S - Associated calibration check did not meet specified criteria. P:\Duke Energy progress. 1026\Statistics_CAMA\13ackground Determinations for NCDEQ July 7 2017\BTv TECH MEMO\HF Lee\Groundwater\Tables\TABLE 1 - HF Lea_BG GW Data.xlsz Page 2 of 2 TABLE 2 GROUNDWATER BACKGROUND THRESHOLD VALUES H.F. LEE ENERGY COMPLEX DUKE ENERGY PROGRESS, LLC, GOLDSBORO, NC Parameter Reporting Unit NCAC 02L Standard Background Threshold Values Surficial Cape Fear pH* S.U. 6.5-8.5 3.4 - 6.8 5.3 - 8.3 Alkalinity mg/L NE 73.9 219 Aluminum pg/L NE 1059 264 Antimony pg/L 1A 1 1 Arsenic pg/L 10 1 1.42 Barium pg/L 700 641 342 Beryllium pg/L 4A 1 1 Bicarbonate mg/L NE 73.9 219 Boron pg/L 700 50 256 Cadmium pg/L 2 1 1 Calcium mg/L NE 11.2 30.8 Carbonate mg/L NE 5 5 Chloride mg/L 250 19 72 Chromium (VI) 1 Ng/L 10 0.354 0.15 Chromium pg/L 10 1 1 Cobalt Ng/L 1A 13.7 8.97 Copper pg/L 1000 4.39 1 Iron pg/L 300 6320 11600 Lead pg/L 15 2.61 1 Magnesium mg/L NE 6.55 6.94 Manganese pg/L 50 1140 1560 Mercury pg/L 1 0.05 0.05 Methane pg/L NE 16.7 7701 Molybdenum pg/L NE 1 10.9 Nickel pg/L 100 9.81 15.3 Nitrate + Nitrite mg-N/L NE 11 0.953 Potassium mg/L NE 4.95 5.2 Selenium pg/L 20 1 1 Sodium mg/L NE 12.5 102 Strontium pg/L NE 119 133 Sulfate mg/L 250 54.7 23 Sulfide mg/L NE 0.1 0.1 TDS mg/L 500 163 385 Thallium pg/L 0.2° 0.2 0.2 TOC mg/L NE 1.5 1.7 Vanadium pg/L 0.3" 0.471 2.78 Zinc pg/L 1000 20.9 8 Radium (Total) pCi/L NE 23.4 3.01 Uranium (Total) Ng/ml- NE 0.002 0.0004 Prepared by: LWD Checked by: TCP Notes: * - Upper and lower tolerance limits calculated for parameter A - Interim Maximum Allowable Concentrations (IMACs) of 15A NCAC .021- Standard, Appendix 1, April 1, 2013 pg/L - micrograms per liter pg/mL - micrograms per milliliter t - Provisional; dataset contains less than 10 valid samples - Hexavalent chromium does not have a NC 2UIMAC standard; therefore, the NC 2L standard for total chromium is relied upon as a surrogate. mg - N/L - Milligrams nitrogen per liter mg/L - milligrams per liter NE - Not Established pCi/L - picocuries per liter Radium (Total) - Radium-226 and Radium-228 combined S.U. - Standard Unit TDS - Total Dissolved Solids P:\Duke Energy Progress. 1026\Statistics_CAMA\Background Determinations for NCDEQ July 7 2017\BTV TECH MEMO\HF Lee\Groundwater\Tables\TABLE 2 - HF Lee GW BG Threshold Values.xlsx Page 1 of 1