Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Revised Background GW Tech Memo_20170922
TECHNICAL MEMORANDUM Date: September 22, 2017 File: 1026.19 To: Melonie Martin (Duke Energy) Cc: Kathy Webb ( Terra) �'% From: Jerry Wyli & Ted Volsskay SynTerra) Subject: Revised Background Threshold Values for Groundwater Dan River Steam Station — Eden, NC The North Carolina Department of Environmental Quality (NCDEQ) provided a response letter to Duke Energy (Zimmerman to Draovitch, July 7, 2017) requiring background constituent concentrations (referred to herein as background threshold values [BTVs]) in groundwater and soil at each Duke Energy coal ash facility be determined and submitted within 60 days from receipt of the letter for facilities submitting Comprehensive Site Assessments (CSAs) later than October 31, 2017. NCDEQ also provided within the response letter groundwater and soil data appropriate for use in the statistical determination of BTVs for the each facility. BTVs in addition to revised background groundwater and soil datasets for each coal ash facility were subsequently submitted to NCDEQ on September 5, 2017. On September 11, 2017, NCDEQ provided an email response to Duke Energy (Wang to Toepfer) requesting Duke Energy resubmit revised groundwater BTVs for the Dan River Steam Station (Dan River) incorporating additional background well data. The initial groundwater BTVs for Dan River submitted to NCDEQ were determined using data obtained from background wells BG -5S, BG -5D, MW -23D and MW-23BR. Monitoring wells BG -10S, BG -10D, BG-10BR, GWA-9S and GWA-9D were only conditionally approved for use in the determination of BTVs and were therefore not included in the initial determination of BTVs. NCDEQ requested that BTVs be revised for groundwater using data from background wells BG -10S, BG -10D, BG-10BR, GWA-9S, and GWA-9D in addition to the data used for the initial BTV determinations. GROUNDWATER BACKGROUND DATASETS The current background monitoring well network consists of wells installed within three flow zones — shallow, deep, and bedrock. Monitoring well locations are presented in Figure 1. An updated background groundwater dataset including sample results obtained through third quarter 2017 is provided in Table 1. The updated background dataset has been screened for statistical outliers and invalid sample results. Statistical outliers and invalid sample results are identified in Table 1. P: \ Duke Energy Carolinas \ Statistics_CAMA \ Background Determinations for NCDEQ July 7 2017 \ BTV TECH MEMO \ Dan River \ Groundwater \ Revised Memo \ Dan River - Background GW Tech Memo.docx Background Threshold Values for Groundwater September 22, 2017 Dan River Steam Station Page 2 of 3 The updated datasets for the shallow and deep flow zones meet the minimum requirement of 10 valid samples for all constituents except total organic carbon (TOC). The updated background bedrock dataset meets the minimum requirement of 10 valid samples for all constituents except chromium (VI), methane, radium (total), TOC, and uranium (total). With the exception of constituent datasets containing less than 10 valid samples, BTVs were calculated for constituents using formal UTL statistics. For constituent datasets containing less than 10 valid samples, the provisional background threshold value (PBTV) was calculated 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. BTVs for each flow zone are presented in Table 2. All statistical tests were performed in accordance the 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). Microsoft Excel spreadsheets tabulating statistical results and documenting ProUCL outputs are provided as a separate submittal. LIST OF FIGURES: Figure 1 Background Groundwater Monitoring Well Location Map LIST OF TABLES: Table 1 Background Groundwater Results through August 2017 Table 2 Revised Background Groundwater Threshold Values P: \ Duke Energy Carolinas \ Statistics_CAMA \ Background Determinations for NCDEQ July 7 2017 \ BTV TECH MEMO \Dan River \ Groundwater \ Revised Memo \Dan River - Background GW Tech Memo.docx Background Threshold Values for Groundwater September 22, 2017 Dan River Steam Station FIGURE P: \ Duke Energy Carolinas \ Statistics_CAMA \ Background Determinations for NCDEQ July 7 2017 \ BTV TECH MEMO\Dan River\ Groundwater\ Revised Memo\Dan River -Background GW Tech Memo.docx Y E ,( • + 't PIP � , r ti i 1 � ° i ww NOTES: REFERENCED BOUNDARIES AND WELL LOCATIONS ARE APPROXIMATE. AERIAL PHOTOGRAPHY OBTAINED FROM USDA FSA NAIP ON JULY 21, 2017 VIA ESRI MAP SERVER, DATED 5/25/2016. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83/2011). w .8S �8 D �8BR � IW -317B -W°AS-8 D]" AS -813R FA ;GWA=7S } ;1 GWA-7D MW MW=20S GWA-18 MW-T20D 12 GWA-1S GWA-1 D `2D A6 -5S T I'�• 11S 11D f.......... A j MW.' -22D MW=22BR GWA-20S GWA-20 D GRAPHIC SCALE 300 150 0 300 600 IN FEET 148 RIVER STREET, SUITE 220 GREENVILLE, SOUTH CAROLINA 29601 PHONE 864-421-9999 Terra n cJ. DRAWN BY: A. FEIGL DATE: 08/15/2017 PROD PROJECT MANAGER: J. MAHAN MANAGER: CHECKED BY: B. WYLIE LEGEND BACKGROUND MONITORING WELL O LOCATIONS - ACCEPTED BY NCDEQ - JULY 7, 2017 BACKGROUND MONITORING WELL Q LOCATIONS - CONDITIONAL ACCEPTED BY NCDEQ - JULY 7, 2017 MONITORING WELL LOCATION WASTE BOUNDARY �••� COMPLIANCE BOUNDARY ••— DUKE ENERGY DAN RIVER PLANT BOUNDARY FIGURE 1 BACKGROUND GROUNDWATER SAMPLE LOCATION DAN RIVER STEAM STATION EDEN, NORTH CAROLINA Background Threshold Values for Groundwater September 22, 2017 Dan River Steam Station TABLES P: \ Duke Energy Carolinas \ Statistics_CAMA \ Background Determinations for NCDEQ July 7 2017 \ BTV TECH MEMO \Dan River \ Groundwater \ Revised Memo \Dan River - Background GW Tech Memo.docx TABLE 1 BACKGROUND GROUNDWATER RESULTS THROUGH AUGUST 2017 DAN RIVER STEAM STATION DUKE ENERGY CAROLINAS, LLC, DAN RIVER, NC Analytical Parameter pH Turbidity Alkalinity Aluminum Antimony Arsenic Barium Beryllium Bicarbonate Boron Cadmium Calcium Carbonate Chloride Chromium Chromium (VI) Cobalt Copper Iron Lead Magnesium 15A NCAC 02L Standard 6.5-8.5 NE NE NE 1 10 700 4 NE 700 2 NE NE 250000 10 0.07 1 1000 300 15 NE Reporting Unit SU NTU ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L Well ID Sample Collection Date Field Parameters Analytical Results Shallow 86-5S 6/24/2^1s 6-.44 5.23 77689 599 5 9 8 j 24 &$87 j 77688 <§0 3 8a F5880 6989 2-.-6 - 2-1- 2-1F 898 4-.-7 i §()() BG SS9/g/,finiis 6-.2 S 88800 2�9 E$59 9 29 j 2-2 E$2 80809 ESO E0.98 2i$(A) <5090 62-99 0.89 - 9.i 9.45 j i#$9 0 69 14899 BG SS ++ 16 ,i ) cer 6-2 387 75i$9 338 X0.5 <0.5 3� E$2- 75i$9 <-50 <0.08 i7600 <S900 6$88 4-}+ 0.35 E$r -<-1- 4-49 844 ii499 BG -5S 12/15/2015 6.06 2.95 70600 <100 <0.5 <0.5 11 <0.2 70600 <50 <0.08 17200 <5000 6900 0.73 j+ 0.41 <0.5 <1 27 j 9.()§j 11300 BG -5S 3/28/2016 6.4 2.07 73600 118 <0.5 <0.1 18.7 <0.1 73600 <50 <0.08 16800 <5000 6700 0.81 j+ 0.45 0.037j 0.17j 83.2 <0.1 11400 BG -5S 6/21/2016 5.9 1.2 77900 69.9 j <0.5 0.05 j 11.8 0.038 j 77900 <50 <0.08 19200 <5000 6500 0.54 0.48 <0.1 0.13 j 29.8 j <0.1 12200 BG -5S 9/28/2016 5.9 4.3 77000 75.1 j+ 0.2 j+ <0.1 11.7 0.07 j+ 77000 <50 <0.08 19500 <5000 7300 0.77 j+ 0.38 j+ 0.051] 0.59 j+ 79.2 <0.1 12500 BG -5S 12/15/2016 6 1.3 77700 88.5j <0.5 <0.1 12.5 0.024j 77700 <50 <0.08 19400 <5000 7200 <0.5 0.58 <0.1 <0.5 61.7 <0.1 11300 BG -5S 2/22/2017 6 2 73100 83.9 j <0.5 <0.1 12.3 0.014 j 73100 <50 <0.08 17100 --- 7100 0.8 0.46 0.05 j 0.14 j 110 <0.1 11000 BG -5S 5/8/2017 5.6 1.9 70100 <100 <0.50 <0.10 10.5 0.038 j 70100 <50.0 <0.080 16600 <5000 7100 0.70 j+ 0.5 0.047 j+ 0.50 j 42.9 j 0.098 j 10300 BG -5S 8/24/2017 6.0 2.9 75600 <100 <0.5 0.041j 10.9 0.016j 75600 <50 <0.08 17500 <5000 7600 0.62 0.48 0.034j 0.24j <50 <0.1 11200 <50 <0.08 28500 Ago 5800 0.22 j 0.07 0.03 j 0.89 83 <0.1 16100 BG -5D 9/28/2016 6.4 3.7 BG -10S 8/11/2017 4.6 9.6 12600 140 0.19j 0.15 3.2j 0.074] 12600 <50 <0.08 3540 <5000 6500 3:3 <0.1 0.22 1.9 152 0.13 1920 GWA 9S 9 /nom �. l 5799 <O.5 <0.5 33 0�3 598 F58 8:934} 584 <S999 4998 C).97 j - 4-7 7758 9-38 5 -✓9 '-WA3S 11/16/2015 5-3 9.2-4 4999 j E$r E-9 5 44 9-.24 4990 j E59 853 j 835 j x5099 4300 8$2j 0.083 6-7-7 4�5 218 0.39 7-53 GWA-9S 12/15/2015 5.3 8.2 7800 380 <0.5 <0.5 14 0.19 J 7800 <50 0.037 j 1130 <5000 4200 0.58 j+ 0.0271 6 5 1.8 378 9.25 896 GWA-9S 3/28/2016 5.7 6.14 12300 96.9j <0.5 <0.1 8.7 0.098j 12300 <50 <0.08 1050 <5000 4300 0.33 j+ 0.077 3.3 0.89 111 0.09j 537 GWA-9S 6/17/2016 5.1 2.5 6800 <100 <0.5 <0.1 7.8 0.13 6800 <50 <0.08 468 <5000 3800 0.9 0.14 j 2.4 0.84 34.5 j <0.1 458 GWA-9S 9/28/2016 5.3 8.47 6800 69.8 j+ 0.15 j+ <0.1 8.6 0.16 j+ 6800 <50 <0.08 360 <5000 4400 1.1 j+ 0.17 1.3 0.95 j+ 66.2 <0.1 445 GWA-9S 12/15/2016 5.2 4 6200 <100 <0.5 <0.1 9.1 0.018 j 6200 <50 <0.08 342 <5000 4200 0.13 j 0.24 <0.1 0.3 j <50 <0.1 410 GWA-9S 2/22/2017 5.2 1.7 6600 <100 <0.5 <0.1 8.5 0.19 6600 <50 <0.08 311 --- 4300 0.69 0.18 1.1 0.6 <50 <0.1 400 GWA-9S 5/8/2017 4.5 1.4 6400 <100 <0.50 <0.10 9.3 0.2 6400 <50.0 <0.080 560 <5000 4300 0.22 j+ 0.11 j+ 2 0.73 32.83 <0.10 608 GWA-9S 8/24/2017 5.2 1.9 6000 <100 <0.5 0.042j 7.8 0.19 6000 <50 0.057j 302 <5000 4500 0.46j 0.26 0.91 0.6 61.9 <0.1 418 Deep .. IF IF ILV BG 5D 6 /23 /lei C 133900 - 4- 240 17409 BG 5D 19/ I11C 9,19/2915 . cpT T26990 E50 .. 7490 9.47 9.41j 9.36j 7TV aTr 1679V BG 5D ' ' /6/203 %45990 E3-2 "5999 E3& Q.08 23608 E-5989 6909 9.48 j t 0.024 + E-0.5 E4- 84 9 j 44909 BG -5D 12/15/2015 6.57 1.75 125000 <100 <0.5 <0.5 16 <0.2 125000 <50 <0.08 28300 <5000 6000 0.18 j+ 0.03 j <0.5 <1 <50 ^. 9551 15900 BG -5D 3/28/2016 6.6 0.35 116000 <100 <0.5 <0.1 16.5 <0.1 116000 <50 <0.08 25000 <5000 --- 0.81 j+ --- 0.031 j <0.5 <50 <0.1 14700 $6-58 4/4/2016 8-.5 257 - - - - - - - - - - - 6290 - 0.-072 - - - - - BG -51D 6/21/2016 6.5 3.2 117000 77.5 j <0.5 0.052 j 16.9 0.028 j 117000 <50 <0.08 28500 <5000 5800 0.22 j 0.07 0.03 j 0.89 83 <0.1 16100 BG -5D 9/28/2016 6.4 3.7 120000 <100 <0.5 <0.1 17.1 0.01 j+ 120000 <50 <0.08 29400 <5000 6500 0.45 j+ 0.1 j+ 0.032 j <0.5 71.8 <0.1 15500 P:\Duke Energy Carol i nas\Statisti cs_CAMA\Backg round Determinations for NCDEQ July 7 2017\13TV TECH MEMO\Dan River\Groundwater\Revised Memo\Tables\TABLE 1 - Dan River -All BG GW Data -Updated Page 1 of 6 TABLE 1 BACKGROUND GROUNDWATER RESULTS THROUGH AUGUST 2017 DAN RIVER STEAM STATION DUKE ENERGY CAROLINAS, LLC, DAN RIVER, NC Manganese Analytical Parameter Mercury Methane Molybdenum Nickel Nitrate + Nitrite Potassium Selenium Sodium Strontium Sulfate Sulfide Thallium Total Dissolved Solids Total Organic Carbon Total Suspended Solids Vanadium Zinc Radium (Total) Uranium (Total) 50 15A NCAC 02L Standard 1 NE NE 100 NE NE 20 NE NE 250000 NE 0.2 500000 NE NE 0.3 1000 NE NE ug/L Reporting Unit ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L pCi/L ug/L Well ID Sample Collection Date Analytical Results Shallow (� 4(V� B�^ �� SS G/2Ayg �2 2�1 � ` j j �/�/�/� Tp(p�/09 ��/� 2-2-G� �(�/� T�pt3J(00 <100 (� (�� (� ().()19j ����/� 1�(�-.�7(v�(00 ��(� , C Z�C� 75..-1y�," ^ -�-� VTC -�p� 94285 1ZV BG DG SS 9/9,'2()15 . 2 . 4j x(.11 CO.S9 ,.4 1T '� 360 �(O.S X50 17996 ZTp 38790 < 199 �0T 451996 ���T('�C(-1 < 1900 �^�(�(��- 6290 Tom` 476 DG SS 1 11 1 /1 s .rz-e.2- 2-.'5'-i 9..S pTJ TTG TJOOO <V.T i6799 2 -GG 34699 X100 <0.1 1 C� 25899 7.2 j <5 BG -5S 12/15/2015 <0.2 2.3 j+ <0.5 0.64 430 <5000 <0.5 16300 200 36700 <100 <0.1 187000 -S� <2500 0.3 j <10 --- --- <5 BG -5S 3/28/2016 <0.2 1.5 j+ <0.5 0.66 460 <5000 <0.5 17000 206 33600 <100 <0.1 165000 <1000 <2500 0.2 j 2.5 j 0.376 0.5 <5 BG -5S 6/21/2016 <0.2 <10 <0.5 0.56 460 <5000 <0.5 16800 204 33700 <100 <0.1 160000 --- <2500 0.22 j 2.5 j 0.341 0.5 4.1 j BG -5S 9/28/2016 <0.2 <10 <0.5 0.6 500 <5000 <0.5 18600 206 37500 <100 <0.1 204000 --- <2500 0.16 j 22.3 j+ -0.337 5 6 BG -5S 12/15/2016 <0.2 1.4 j <0.5 <0.5 500 <5000 <0.5 17300 214 36100 <100 <0.1 166000 --- <2500 0.14 j <10 0.0498 0.5 3.4 j BG -5S 2/22/2017 <0.2 <10 <0.5 0.68 490 <5000 <0.5 15000 207 35300 <100 <0.1 180000 --- <2600 0.26 j <10 0.3364 0.5 <5.0 BG -5S 5/8/2017 <0.20 <10.0 <0.50 0.66 430 <5000 <0.50 14400 211 32800 <100 0.047 j 159000 <1000 <2500 0.22 j+ 2.5 j+ 0.595 <0.50 <5 BG -5S 8/24/2017 <0.2 --- <0.5 0.64 530 <5000 <0.5 16000 186 35700 < 100 <0.1 159000 1399 <2500 0.17j <10 --- --- • --_ 34.9 BG -10S 8/11/2017 <0.2 --- <0.5 2 740 <5000 <0.5 4560j 41 2600 <100 <0.1 41000 <1000 <2500 0.43 41.9 0.2773 <0.5 AW 4-1-G GWA9S 9/nom E9.2 2.7 j <O.S 36 'S009 3399 9-1 22799 <1$9 < .1 3$989 1900 39298 9.59 j - - i it /l 1"TV GWA 9S 11 /10 2915 1T/Z'G�C01� CEO 2 �T �F /n 5 �O7T T. J 9 3� �ES00 � rJOGO- �9 S �J' 5960 TJC V 9-.-3 TJ 6400 OTOV r2V0- X100 �0 1 �T 7IIOOV 36000 X1000 rJ.V00- VJOV 6990 65 97aT� 1 T`: 1-69 GWA-9S 12/15/2015 <0.2 1.9 j+ <0.5 3:-9 42 j+ <5000 <0.5 6460 15 7000 <100 <0.1 36000 <1000 5900 9.74j} 16 --- --- 76.3 GWA-9S 3/28/2016 <0.2 1.5 j+ <0.5 2.2 50 3250 j <0.5 7150 23.9 4100 <100 <0.1 70000 <1000 2800 0.1 j 32.2 0.3432 0.5 56.6 GWA-9S 6/17/2016 <0.2 <10 <0.5 2 73 <5000 <0.5 5950 10.1 2600 <100 <0.1 <25000 --- 2900 <0.3 <10 1.299 0.5 35.4 GWA-9S 9/28/2016 0.09 j+ <10 <0.5 1.7 69 <5000 <0.5 5850 7.3 1200 <100 <0.1 62000 --- 21100 <0.3 5.7 j+ 0.495 5 29.2 GWA-9S 12/15/2016 <0.2 1.7 j <0.5 <0.5 76 <5000 <0.5 5560 6.2 1100 <100 <0.1 39000 --- <2500 <0.3 <10 0.294 0.5 28.4 GWA-9S 2/22/2017 <0.2 <10 <0.5 1.6 76 <5000 <0.5 5420 6.7 9603 <100 <0.1 37000 --- <2500 <0.3 5.4 j -0.1843 0.5 56.8 GWA-9S 5/8/2017 <0.20 <10.0 <0.50 2.3 69 <5000 <0.50 5650 9.8 3300 <100 0.017 j 48000 <1000 <2500 0.24 j+ 6.4 j+ 0.759 <0.50 26.1 GWA-9S 8/24/2017 <0.2 --- <0.5 1.6 83 <5000 <0.5 5510 5.7 1100 <100 0.027j 29000 2009 <2500 0.09j 3.4j --- <0.5 Deep Emu 747G BG 59 GG /')'] �'] 11 i C^f 11 i C Bp/G� 9'�5 c ....- 3 i 7 c) 01�/T�//�r �5 .�/� 157 0 9 6 -� /� 2909 ZTJT TZV 947/ 7/0�(0� 5��� BG 59 9/9/'29iC �/� �2, i"'" 9-36 j �'GC(�]G/O�- <O �/'O/'�.SO- ��/�/� 1'�OT(00 .. �O�Z/V/�-/r� �<�t"/00�0 -�/�/� TOO BG 5D 11 /11 /1 �2 �L .3 J � :: OGD- <0.5 16509 ��. (� ZOO �4�(.�(�. 04500 ���/�/�/� 104000 �E 1999- �T�G�O(�9 X2500 3.3 j 130 BG -5D 12/15/2015 <0.2 2.3 j+ <0.5 <0.5 120 <5000 <0.5 16700 250 34300 <100 <0.1 204000 33889 <2500 6 j --- --- 13.9 BG -5D 3/28/2016 <0.2 --- 0.25 j <0.5 240 <5000 <0.5 17800 248 --- <100 <0.1 165000 <1000 <2500 0.11 j <10 --- 0.4 BG 513 4/4/2016 iLji on� - 111 BG -5D 6/21/2016 <0.2 <10 0.15 j <0.5 220 <5000 <0.5 17000 242 33100 <100 <0.1 180000 --- <2500 0.2 j <10 0.821 0.53 91.7 BG -5D 9/28/2016 <0.2 <10 0.17 j <0.5 410 <5000 <0.5 18800 247 36700 <100 <0.1 232000 --- <2500 0.17 j 2.9 j+ 0.6397 0.55 P:\Duke Energy Carol i nas\Statisti cs_CAMA\Backg round Determinations for NCDEQ July 7 2017\13TV TECH MEMO\Dan River\Groundwater\Revised Memo\Tables\TABLE 1 - Dan River -All BG GW Data -Updated Page 2 of 6 TABLE 1 BACKGROUND GROUNDWATER RESULTS THROUGH AUGUST 2017 DAN RIVER STEAM STATION DUKE ENERGY CAROLINAS, LLC, DAN RIVER, NC Analytical Parameter pH Turbidity Alkalinity Aluminum Antimony Arsenic Barium Beryllium Bicarbonate Boron Cadmium Calcium Carbonate Chloride Chromium Chromium (VI) Cobalt Copper Iron Lead Magnesium 15A NCAC 02L Standard 6.5-8.5 NE NE NE 1 10 700 4 NE 700 2 NE NE 250000 10 0.07 1 1000 300 15 NE Reporting Unit SU NTU ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L Well ID Sample Collection Date Field Parameters Analytical Results Deep (Continued) BG -5D 12/15/2016 6.8 3.3 128000 <100 <0.5 <0.1 16.6 0.025 j 128000 <50 <0.08 31400 <5000 6300 <0.5 0.061 <0.1 <0.5 <50 <0.1 15500 BG -5D 2/22/2017 6.5 1.3 123000 <100 <0.5 0.086 j 15.5 0.084 j --- <50 0.078 j 26100 <5000 6500 0.56 j+ 0.24 0.092 j 0.31 j <50 0.093 j 14900 BG -5D 5/8/2017 6.6 4.1 119000 <100 <0.50 <0.10 14.2 0.038 j 119000 <50.0 <0.080 27800 <5000 6600 0.16 j+ 0.081 j+ 0.055 j+ 0.32 j 37.2 j <0.10 15400 BG -5D 8/24/2017 6.5 3.6 125000 <100 <0.5 0.046J 15.5 <0.10 125000 <50 <0.08 28800 <5000 AMN 6800 1.5 0.1 0.043j 0.5j <50 <0.1 15800 BG -10D 8/11/2017 5.3 9i��5 6-.3 9.7 11900 119 <0.5 0.14 <5 2Cf 0.045j E<$2 11900 <50 <0.08 3050 <5000 5300 0.66 0.2 0.12 0.51 107 0.11 1900 47600 t�100 E<O.S .67 4�7 00 E50 E<0.08 ip4�200 <5000 z�2166 1.2 j! &/3$j GWA 99 F�� z�2000 f<0.1 2620 /"'W 99 11i 16 "t /li C � (0.9-� 9..97 32090 ZTCI .5 SOT 1-5 SVT X909 338i X0.08 8270 2990 �+ (-( � t'0.pT �T VTr ZWV 932 2269 GWA-91D 12/15/2015 5.8 1.9 25400 <100 <0.5 0.84 13 <0.2 25400 <50 <0.08 7150 <5000 3100 1.4 j+ <0.03 0.88 0.47 j 2300 0.14 2030 GWA-9D 3/28/2016 6 4.19 24700 <100 <0.5 0.56 13 0.039 j 24700 <50 <0.08 6790 <5000 3100 0.27 j+ <0.03 0.84 <0.5 2120 <0.1 1980 GWA-9D GWA-9D 6/17/2016 5.8 12/15/2016 6 1.9 0.8 28000 26800 <100 68.8j <0.5 <0.5 0.57 0.13 11.6 12.3 0.0321 0.03j 28000 26800 <50 <0.08 6580 <5000 2400 0.36 j 2 <0.03 0.48 0.85 0.67 2130 <0.1 1870 <50 <0.08 7410 <5000 2900 0.2 1.2 1820 <0.1 1900 GWA-91D 2/22/2017 6 2.4 27400 <100 <0.5 0.53 12.6 0.039 j --- <50 <0.08 6850 <5000 3000 0.23 j <0.25 0.83 <0.5 2110 <0.1 1960 GWA-9D 5/8/2017 5.9 2.2 29400 <100 <0.50 0.56 10.8 0.049j 29400 <50.0 <0.080 6750 <5000 3000 0.34 j+ 0.53 0.81 0.31j 2070 <0.10 1950 GWA-91) 8/24/2017 5.9 1.8 23700 <100 <0.5 0.48 11 0.052j 23700 <50 <0.08 6760 <5000 3100 0.18j <0.12 0.84 0.45j 1700 <0.1 1970 ■ Nor '^'ftfP R' 5/8/2013 6-.6-5 8,24 M\A3D 9,r/,T'29•1 7 6-.-7-8 7• 8 TT1 1'4100 MW -23D 12/15/2015 5.95 9.73 168000 <100 <0.5 0.33 j 16 <0.2 168000 <50 <0.08 59000 <5000 5200 1.5 1.1 0.3 j 0.87 j 48 j 13000 moot- 4 MW -23D 9/29/2016 6.1 8.5 76300 34-2 <0.5 0.15 42 0.027 j+ 76300 <50 <0.08 29000 <5000 5000 2.1 j+ 1.1 0.12 0.64 j+ 290 0.12 9410 MW -23D 12/15/2016 6.7 3.1 156000 81.8j 4-.-5 1.8 80.4 0.046j 156000 <50 <0.08 52000 <5000 6000 2.2 0.19 0.24 3.3 46.7j 0.13 12500 MW -23D 2/22/2017 6.6 4.9 136000 95.2 j <0.5 0.16 50.5 <0.1 --- <50 <0.08 40000 <5000 5700 0.83 0.42 1.2 236 <0.1 11800 MW -23D 5/8/2017 5.8 2.9 80600 87.5 j <0.50 0.26 48.7 0.011 j 80600 <50.0 <0.080 28400 <5000 4400 0.19 j+ 0.065 j+ 0.16 0.40 j 66 <0.10 8290 MW -23D 8/24/2017 6.7 9.6 178000 113 <0.5 0.36 87.7 0.014j 178000 <50 <0.08 62200 <5000 7300 1.2 0.28 1.6 172 <0.1 15000 P:\Duke Energy Carol i nas\Statisti cs_CAMA\Backg round Determinations for NCDEQ July 7 2017\13TV TECH MEMO\Dan River\Groundwater\Revised Memo\Tables\TABLE 1 - Dan River -All BG GW Data -Updated Page 3 of 6 TABLE 1 BACKGROUND GROUNDWATER RESULTS THROUGH AUGUST 2017 DAN RIVER STEAM STATION DUKE ENERGY CAROLINAS, LLC, DAN RIVER, NC Manganese Analytical Parameter Mercury Methane Molybdenum Nickel Nitrate + Nitrite Potassium Selenium Sodium Strontium Sulfate Sulfide Thallium Total Dissolved Solids Total Organic Carbon Total Suspended Solids Vanadium Zinc Radium (Total) Uranium (Total) 50 15A NCAC 02L Standard 1 NE NE 100 NE NE 20 NE NE 250000 NE 0.2 500000 NE NE 0.3 1000 NE NE ug/L Reporting Unit ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L pCi/L ug/L Well ID Sample Collection Date Analytical Results Deep (Continued) 114 BG -5D 12/15/2016 <0.2 1.3 j <0.5 <0.5 150 <5000 <0.5 16900 265 34800 <100 <0.1 191000 --- <2500 0.094 j <10 0.0109 0.82 95.5 BG -5D 2/22/2017 <0.2 <10 0.31 j <0.5 200 <5000 <0.5 15300 249 35200 <100 0.096 j 190000 --- <2500 0.32 j+ <10 0.348 0.72 136 BG -5D 5/8/2017 <0.20 <10.0 0.25 j 0.76 150 <5000 <0.50 15600 272 33600 <100 0.055 j 185000 <1000 <2600 0.27 j+ 3.9 j+ 0.2347 0.91 145 BG -5D 8/24/2017 <0.2 --- 0.26j 1.1 200 <5000 <0.5 16300 257 35200 < 100 <0.1 193000 9081 <2500 0.12j <10 --- --- 6-58 <5000 <0.5 E5000 0.5 4460j 564-9 30.5 2000 <100 19.4 BG -10D 8/11/2017 <0.2 <9.2- --- <0.5 0.6 <0.1 41000 <1000 <2500 0.47 <10 0.1334 <0.5 7-29 GWA 91) 9/9/2()15 3-}+ 8 2 j 4-2 <20 55 4300 <100 <0.1 91889 37589 E5800 10 6-.I9 GWA-99 11 iii n1 C -E (). 2 2.6 j+ 8 j ter.7 E-29 r5000 E$5r 5099 3-1 6909 -E190 <04 42999 E1$99- 5589 9381 42-1+ - - 530 GWA-9D 12/15/2015 <0.2 1.9 j+ <0.5 2.5 <20 <5000 <0.5 4850 j 27 6000 <100 <0.1 90000 <1000 5900 0.39 j 16 --- --- 520 GWA-9D 3/28/2016 <0.2 1.7 j+ 0.12 j 2 <20 <5000 <0.5 4890 j 28.1 7100 <100 <0.1 81000 <1000 <2500 <0.3 5.2 j 0.0736 0.5 522 GWA-9D 6/17/2016 in F11 11111111101wig-111190M, <0.2 <10 Lon <0.5 L�: 2.2 <20 M <5000 <0.5 <5000 <0.5 4600 j 26.8 25.4 5200 <100 <100 <0.1 <0.1 46000 M.. 51000 --- <2500 <0.3 421 <10 0.012 0.5 <20 4840 j 5600 --- <2500 6-.7- 0.098 0.5 482 GWA-9D 12/15/2016 <0.2 2.1 j 1 1.2 518 GWA-9D 2/22/2017 <0.2 <10 <0.5 2 <20 <5000 <0.5 4660 j 27.4 5500 <100 <0.1 64000 --- <5000 0.13 j <10 0.359 0.5 521 GWA-9D 5/8/2017 <0.20 <10.0 0.14 j 2.4 <20 <5000 <0.50 4640 j 26.7 5800 <100 <0.10 69000 <1000 <2500 0.22 j+ 3.3 j+ 0.491 <0.50 479 GWA-9D 8/24/2017 <0.2 --- <0.5 2 13j <5000 <0.5 4680j 24.2 6300 <100 0.029j 66000 <1000 <2500 <0.3 ■ <10 --- <0.5 6-I- nnwn3II 5/o� 3i999 -5f , nn�nrTw 239 9/4/291 E -I-- 7299 39099 25 MW -23D 12/15/2015 <0.2 0.12 j 1 36 <5000 <0.5 6400 110 27700 <100 <0.1 279000 <1000 3500 2.6 j --- --- Ali F0 A., 15.2 MW -23D 9/29/2016 <0.2 <10 0.14 j 1.4 50 <5000 <0.5 6480 186 24700 <100 <0.1 82000 --- <2500 0.66 3.2 j+ 1.3775 0.5 102 MW -23D 12/15/2016 <0.2 2.2 j 0.97 60 <5000 0.47 j 7710 481 27000 <100 <0.1 190000 --- <5000 ? <10 0.628 0.066 36 MW -23D 2/22/2017 <0.2 <10 0.87 81 <5000 <0.5 6350 364 26700 < 100 <0.1 184000 --- <2500 0.46 <10 0.593 0.085 78.5 MW -23D 5/8/2017 <0.20 <10.0 0.12 j 0.57 48 <5000 <0.50 5270 253 24500 <100 <0.10 140000 <1000 <2500 0.28 j+ 6.0 j+ -0.063 <0.50 336 MW -23D 8/24/2017 <0.2 --- 0.7 4.4 150 < 5000 <0.5 8280 627 38200 < 100 <0.1 244000 3389 3400 0.42 3.4j --- --- P:\Duke Energy Carol i nas\Statisti cs_CAMA\Backg round Determinations for NCDEQ July 7 2017\13TV TECH MEMO\Dan River\Groundwater\Revised Memo\Tables\TABLE 1 - Dan River -All BG GW Data -Updated Page 4 of 6 TABLE 1 BACKGROUND GROUNDWATER RESULTS THROUGH AUGUST 2017 DAN RIVER STEAM STATION DUKE ENERGY CAROLINAS, LLC, DAN RIVER, NC Analytical Parameter pH Turbidity Alkalinity Aluminum Antimony Arsenic Barium Beryllium Bicarbonate Boron Cadmium Calcium Carbonate Chloride Chromium Chromium (VI) Cobalt Copper Iron Lead Magnesium 15A NCAC O2L Standard 6.5-8.5 NE NE NE 1 10 700 4 NE 700 2 NE NE 250000 10 0.07 1 1000 300 15 NE Reporting Unit SU NTU ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L Well ID Sample Collection Date Field Parameters Analytical Results Bedrock BG-10BR 6/30/2016 7.7 9.75 142000 336 0.28j 0.57 23.8 0.03j 142000 <50 <0.08 36100 <5000 2900 1.8 0.098 0.1 1.2 265 0.22 7340 BG-10BR 8/11/2017 54..9j 0. 34j 0.44 1i3,.C4 <0.i10 <�5/0 <0.,08 37�700'� <5000 22000 3'.i3 2-4 0./046j 0.74 3�8..4j 0..11 pq\_. l SR 6/i�J X7.5 7ASJ X4..6^ p 22 �16�20�00 220000 8 1Ti 6� TJ6 �T �16/2�/0�/0�0� 220000 <SO -T 7700 3300 �T �T 8.46 13II iT �7p6(3/0� ZV909 PqW 23BR 9"19 /2915 73 4 283880 j- E190 E0.5 14 3-28 E0.20 293880 21� <�98 48599 E5880 3889 <0.50 - <0.5 3-.-2 X998 <0.10 3890& MW-23BR 12/15/2015 7.51 1.2 233000j 66j <0.5 0.65 120 <0.2 233000 <50 <0.08 54500 <5000 4100 <0.5 0.014 j <0.5 0.27 j 1200j <0.1 19400 MW-23BR 3/29/2016 7.4 0.01 217000 <100 <0.5 0.47 j+ 110 <1 217000 <50 <0.08 57100 <5000 4200 <5 <0.03 <1 <5 1130 <1 20100 MW-23BR 6/20/2016 7.5 0.3 231000 <100 <0.5 0.62 j 128 <1 231000 31 j <0.08 55500 <5000 3900 <5 <0.03 <1 11.7 1010 1.4 19400 MW-23BR 9/28/2016 7.6 3.2 236000 <100 0.21 j+ 0.36 122 0.025 j+ 233000 30.8 j <0.08 59100 3200j 4700 0.46 j+ <0.15 0.017 j+ 0.42 j+ 1230 <0.1 20700 MW-23BR 12/15/2016 8 0.3 233000 <100 0.25 j 0.25 123 0.039 j 233000 34.3 j <0.08 58900 <5000 4600 2.1 0.3 0.93 0.58 1400 0.14 19100 MW-23BR 2/22/2017 7.5 1 226000 <100 <0.5 0.34 128 0.012 j 226000 39.9 j <0.08 51200 --- 4900 0.18 j <0.12 <0.1 0.68 884 <0.1 18600 MW-23BR 5/8/2017 7.7 0.4 223000 <100 <0.50 0.33 128 0.034 j 223000 41.1 j <0.080 53800 <5000 5200 0.22 j+ <0.025 <0.10 0.13 j 1320j <0.10 19000 MW-23BR 8/11/2017 7.0 2.1 225000 <100 <0.5 0.36 128 0.028j 225000 43.Oj <0.08 49600 <5000 5300 0.14j <0.12 <0.10 <0.5 949 <0.1 18100 Prepared by: JHG Checked by: CDE Notes: 54 - Indicates value omitted from dataset. - Indicates parameter not measured or analyzed. - Indicates data removed/identified as an outlier - Indicates data removed due to autocorrelation - Indicates data removed; data observed as elevated concentration significantly different from majority background well dataset distribution < - concentration not detected at or above the adjusted reporting limit. 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. NE - Not established NTU - Nephelometric turbidity unit pCi/L - picocuries per liter S.U. - Standard Unit ug/L - Micrograms per liter P:\Duke Energy Carol i nas\Statisti cs_CAMA\Backg round Determinations for NCDEQ July 7 2017\13TV TECH MEMO\Dan River\Groundwater\Revised Memo\Tables\TABLE 1 - Dan River -All BG GW Data -Updated Page 5 of 6 TABLE 1 BACKGROUND GROUNDWATER RESULTS THROUGH AUGUST 2017 DAN RIVER STEAM STATION DUKE ENERGY CAROLINAS, LLC, DAN RIVER, NC Manganese Analytical Parameter Mercury Methane Molybdenum Nickel Nitrate + Nitrite Potassium Selenium Sodium Strontium Sulfate Sulfide Thallium Total Dissolved Solids Total Organic Carbon Total Suspended Solids Vanadium Zinc Radium (Total) Uranium (Total) 50 15A NCAC 02L Standard 1 NE NE 100 NE NE 20 NE NE 250000 NE 0.2 500000 NE NE 0.3 1000 NE NE ug/L Reporting Unit ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L pCi/L ug/L Well ID Sample Collection Date Analytical Results Bedrock 38.8 BG-10BR 6/30/2016 <0.2 <10 0.63 1.1 74 <5000 <0.5 12100 196 2600 <100 <0.1 179000 --- <5000 2 6.21 0.988 2 7.4 BG-10BR 8/11/2017 <0.2 --- 0.35j 1.6 57 <5000 <'0i.5 <�1�0(0 <0..�1 <�1�0p00 <2500 0.994 <10 0.927 1.5 3- MW 23SR 6/iy /�5 � �� 6-54 X102000 13209 13322/0�/9� �1(7�2( T/J�/40 �1�7(0(�0/ i2c)�(K) <�190 -2-70000 Z�T7C0]/000 449 E5000 1�,p - 2-9 �A\A�PI 9/19/2915 r�2_v `<v0.L2, � � ���/� X50 � T5000 '/cC�/� <V.59 15299 1990 8409 1QV /G-55 <V.1 266999 �Z"/�f9 '� 1000- `2500- �T �7 x-10 .- 30 MW-23BR 12/15/2015 45.5 1.1 0.47 j <20 <5000 <0.5 14000 1900 11000 <100 <0.1 276000 29eeq j <2600 0.31 j 16j+ --- --- 25 MW-23BR 3/29/2016 <0.2 41.3 1.3 j <5 <20 <5000 <5 13900 1710 11300 <100 <0.1 245000 <1000 <2600 <0.3 <10 1.229 5 29.8 MW-23BR 6/20/2016 <0.2 105 1.2 j <5 <20 <5000 <5 15000 1960 10400 <100 <0.1 250000 --- 3500 1.3 j 88.9 0.416 0.36 31.6 MW-23BR 9/28/2016 <0.2 118 1.2 <0.5 <20 <5000 <0.5 16000 1890 10000 <100 <0.1 284000 --- <2500 <0.3 9.4 j+ 1.252 5 30.8 MW-23BR 12/15/2016 <0.2 <10 0.63 2.5 <20 <5000 <0.5 15000 1990 10400 <100 <0.1 260000 --- <2500 1.2 2.6 j 0.2259 0.37 28.6 MW-23BR 2/22/2017 <0.2 188 1.3 <0.5 <20 <5000 <0.5 14100 1960 10400 <100 <0.1 241000 --- <2500 0.12 j 9.61 0.101 0.37 33.6 MW-23BR 5/8/2017 <0.20 233 1.4 <0.50 <20 <5000 <0.50 15300 2120 10500 <100 0.042 j 255000 <1000 <2500 0.097 j+ 5.5 j+ 1.626 0.34 j 34.4 MW -2313R 8/11/2017 <0.2 --- 1.3 <0.5 11j <5000 <0.5 15400 2080 10700 <100 <0.1 241000 <1000 <2500 <0.3 <10 --- --- Prepared by: JHG Checked by: CDE Notes: 34 - Indicates value omitted from dataset. - Indicates parameter not measured or analyzed. - Indicates data removed/identified as an outlier - Indicates data removed due to autocorrelation - Indicates data removed; data observed as elevated concentration significantly different from majority background well dataset distribution < - concentration not detected at or above the adjusted reporting limit. 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. NE - Not established NTU - Nephelometric turbidity unit pCi/L - picocuries per liter S.U. - Standard Unit ug/L - Micrograms per liter P:\Duke Energy Carol i nas\Statisti cs_CAMA\Backg round Determinations for NCDEQ July 7 2017\13TV TECH MEMO\Dan River\Groundwater\Revised Memo\Tables\TABLE 1 - Dan River -All BG GW Data -Updated Page 6 of 6 TABLE 2 REVISED BACKGROUND GROUNDWATER THRESHOLD VALUES DAN RIVER STEAM STATION DUKE ENERGY CAROLINAS, LLC, EDEN, NC Parameter Reporting Unit NCAC 02L Standard Background Threshold Values Shallow Deep Bedrock pH* S. U. 6.5-8.5 4.0 -7.1 5.3 - 6.8 6.7 -8.4 Alkalinity mg/L NE 77.7 168 236 Aluminum pg/L NE 118 113 loot Antimony pg/L 1° 0.5 0.5 0.5 Arsenic pg/L 10 0.5 1.62 0.833 Barium pg/L 700 19 80.4 128 Beryllium pg/L 4A 0.429 0.0772 0.0525 Bicarbonate mg/L NE 77.7 168 233 Boron pg/L 700 50 50 50.9 Cadmium pg/L 2 0.08 0.08 0.08 Calcium mg/L NE 19.4 59 59.1 Carbonate mg/L NE 5 5 5 Chloride mg/L 250 7.3 6.8 7.1 Chromium (VI) 1 pg/L 10 0.5 1.24 0.151 Chromium pg/L 10 1.26 3.42 8.31 Cobalt pg/L 1° 2.4 0.85 1 Copper pg/L 1000 2.67 2.29 13 Iron pg/L 300 152 2130 1400 Lead fag/L 15 0.1 0.13 1.4 Magnesium mg/L NE 12.2 15.9 20.7 Manganese pg/L 50 81.2 522 38.8 Mercury pg/L 1 0.2 0.2 0.2 Methane pg/L NE 10 10 233t Molybdenum pg/L NE 0.5 0.927 1.4 Nickel pg/L 100 2.88 3.65 19.2 Nitrate + Nitrite mg-N/L NE 0.53 0.349 0.074 Potassium mg/L NE 5 5 5 Selenium pg/L 20 0.5 0.5 0.5 Sodium mg/L NE 17.3 17.8 19.2 Strontium pg/L NE 211 481 2120 Sulfate mg/L 250 36.7 36.7 11.3 Sulfide mg/L NE 0.1 0.1 0.10 TDS mg/L 500 187 244 284 Thallium pg/L 0.2° 0.1 0.1 0.1 TOC mg/L NE it it it Vanadium pg/L 0.3° 0.413 0.645 2.52 Zinc pg/L 1000 46.3 10 16t Radium (Total) pCi/L NE 1.45 1.38 1.63t Uranium (Total) pg/mL NE 0.005 0.00106 0.002t Prepared by: JHG Checked by: CDE Notes: * - Upper and lower tolerance limits calculated for parameter A - Interim Maximum Allowable Concentrations (IMACs) of 15A NCAC .02L Standard, Appendix 1, April 1, 2013 Ng/L - micrograms per liter pg/mL - micrograms per milliliter t - Provisional; dataset contains less than 10 valid samples 1 - Hexavalent chromium does not have a NC 2L/IMAC 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 TOC - Total Organic Carbons TDS - Total Dissolved Solids Uranium (Total) - Uranium -233, Uranium -234, Uranium -236, and Uranium -238 combined P:\Duke Energy Carolinas\Statistics_CAMA\Background Determinations for NCDEQ July 7 2017\BTV TECH MEMO\Dan River\Groundwater\Revised Memo\Tables\ TABLE 2 - Dan River -Groundwater BTVs_Updated Page 1 of 1