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HomeMy WebLinkAboutSutton-GW Tech Memo_Final_20170526Date: May 26, 2017 To: John Toepfer (Duke Energy) Cc: Kathy Webb (Sy erra �' From: Perr Waldr � �Gu' � Y Subiect: Up-to-date Ba round Q�'ot TECHNICAL MEMORANDUM water Data — L.V. Sutton File: 1026.108 The North Carolina Department of >f`nvironmental Quality (NCDEQ) provided a response letter (Zimmerman to Draovitch, Apri128, 2017) to the technical memorandum titled Statistical Methods for Developing Reference Background Concentrations for Groundwater and Soil at Coal Ash Facilities (HDR Engineering, Inc. and SynTerra Corporation, January 2017) requesting the following technical issues be addressed in order to progress site assessments and corrective actions: h Collect a minimum of ten valid background groundwater samples, opposed to eight, prior to the determination of background threshold values (BTVs) for constituents in each flow layer; and h Provide updated spreadsheets of background groundwater data for each facility. NCDEQ requests that the updated background data spreadsheets contain strike-throughs of data sets that may be omitted from the background data set due to one or more of the following conditions: �� Sample pH is greater than or equal to 8.5 standard units (S.U.); h Sample turbidity is greater than or equal to 10 Nephelometric Turbidity Units (NTUs); h Result is not a statistical outlier identified for background sample data collected through March 2017; h Sample collection occurred at a minimum 60 days between sampling events; and h Non-detected results are greater than 2L/IMAC. Table 1 provides a summary of existing background well data for each flow system and indicates which samples are considered for use in statistical calculations to determine concentrations of naturally occurring (background) inorganic constituents in groundwater. The following discussion quantifies the number of valid results collected through March 2017 within each flow zone. Groundwater sampling was recently completed in April 2017 and when available these results will be able to augment the dataset provided herein. P: \Duke Energy Progress.1026 \ Statistics_CAMA \May 26 2017 -Updated Background Data Spreadsheets for NCDEQ\GROUNDWATER\Sutton\Sutton - GW Tech Memo_Final.docx Up-to-date Background Groundwater Data May 26, 2017 L.V. Sutton Energy Complex Page 2 of 3 BACKGROUND WELL NETWORK The current background monitoring well network consists of wells installed within four flow zones: upper surficial, lower surficial, upper Pee Dee, and lower Pee Dee. UPPER SURFICIAL ZONE Five background wells (MW -4, MW4A, MW -5A, MW -5B and MW -37B) are screened within the upper surficial flow zone. Table 1 presents analytical results for the upper surficial flow zone. Sample results designated as statistical outliers or were collected less than 60 days between sampling events are identified in Table 1. All constituents within the upper surficial background groundwater dataset, with the exception of bromide (which is not a designated constituent of interest); satisfy the requirements for the minimum number of ten samples to conduct statistical analysis for each constituent. Additional samples will be collected which could bring the total number of valid bromide samples to ten for all constituents by third quarter 2017. Subsequent outlier screening of the upper surficial background dataset may warrant additional sample collection to achieve at least ten valid bromide results. LOWER SURFICIAL ZONE Four background wells (MW -4B, MW -5C, MW -8, and MW -37C) are screened in the lower surficial flow zone. Table 1 presents analytical results for the lower surficial flow zone. Sample results designated as statistical outliers or were collected less than 60 days between sampling events are identified in Table 1. All constituents within the lower surficial background groundwater dataset except for chromium (VI) satisfy the requirements for the minimum number of ten samples to conduct statistical analysis for each constituent. Additional samples will be collected which could bring the total number of valid chromium (VI) samples to ten for all constituents by second quarter 2017. Subsequent outlier screening of the lower surficial background dataset may warrant additional sample collection to achieve at least ten valid chromium (VI) results. UPPER PEE DEE ZONE Four background wells (MW-5CD, MW -5D, MW-37CD and MW -37D) are screened within the upper Pee Dee zone. As discussed in SynTerra's Technical Memorandum dated December 14, 2016, conditions within upper and lower Pee Dee zones (i.e., presence of calcium carbonate and occurrence of sea water intrusion) result in naturally -occurring higher pH values. Based on results obtained from upper and lower Pee Dee background wells, a pH of less than or equal to (<) 9.7 S.U. is proposed as the upper threshold for these zones. Table 1 presents analytical results for the upper Pee Dee flow zone. Sample results designated as statistical outliers or were collected less than 60 days between sampling events are identified in Table 1. The upper Pee Dee background groundwater dataset does not satisfy the requirement for the minimum number of ten samples to conduct statistical analysis for each constituent. Additional samples will be collected which could achieve the desired sample size by the end of second quarter 2017. Subsequent outlier screening of the lower surficial P: \Duke Energy Progress.1026 \ Statistics_CAMA \May 26 2017 -Updated Background Data Spreadsheets for NCDEQ\GROUNDWATER\Sutton\Sutton - GW Tech Memo_Final.docx Up-to-date Background Groundwater Data May 26, 2017 L.V. Sutton Energy Complex Page 3 of 3 background dataset may warrant additional sample collection to achieve at least ten valid results. LOWER PEE DEE ZONE Table 1 presents analytical data from two wells, MW -5E and MW -37E, screened in the lower Pee Dee flow zone. Sample results designated as statistical outliers or were collected less than 60 days between sampling events are identified in Table 1. The lower Pee Dee background groundwater dataset does not satisfy the requirement for the minimum number of ten samples to conduct statistical analysis for each constituent. Three of the four samples from MW -5E had pH levels above 12 S.U., indicating likely grout influence. This well has been replaced by Mw - 5R -E. Two additional lower Pee Dee wells (MW -8E & MW -41E) were also installed at background locations north of the MW -5 cluster (see attached Figure). These three wells, along with MW -37E, were sampled again in April with pH and turbidity levels within acceptable ranges (< 9.7 S.U. as noted above). Additional samples will be collected in June 2017 which could achieve the desired sample size by the end of the second quarter 2017. Subsequent outlier screening of the lower surficial background dataset may warrant additional sample collection to achieve at least ten valid results. ATTACHMENTS: Table 1: Background Analytical Results through March 2017 Figure 1-2: Site Layout Map P: \Duke Energy Progress.1026 \ Statistics_CAMA \May 26 2017 -Updated Background Data Spreadsheets for NCDEQ\GROUNDWATER\Sutton\Sutton - GW Tech Memo_Final.docx ov�ir PANS `' 81!', vv�ir PeNn ,: "�� ...- _.r _x��.�3.` .� � �4r i�, _�� ; 6rw� _ f.. _ t. .�..� x � • a- . _� T_ _ _ I �..- .. ,�.�,-� . p �' _ � � r M W-41 E - ;�� i '`� �F MW -5A MW -5B `CCI C/C'�I ti' ' ` � CCI -� CCR-' CCR-' CCR-' CCR - CC R- CCR- 4 CCR -111 B 'CCR -111C CR -111 D CCR -110B �• a� i �. �. 9 SPE FES ��\/CD F •-r �' MW -8 ., `-"I'� ..' - � �� � - � - ` f NOTES: �.. .• . ��� .: ' �� � _ 2014 AERIAL ORTHOPHOTOGRAPHY OBTAINED FROM USDA NRCS "�''' GEOSPATIAL DATA GATEWAY(https://gdg.sc.egov.usda.gov/GDGOrder.aspx). ,�, . i � DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA '� •' STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83/2011). � ,. ,� � .' . 1. + � � _. .,, � , . �� � � . f . . � ,, • ,, � - - '�' _ • ' �4. � �_ . .. . � � i R1 1 k ~ �t r _ •� r -. , ... . � '� * �r ! � s -' �ti :-. • • - `''. �►, •�- " U MW�9 ` -- ' .�. � Y ►� • y,f.. b.�.' f 'le` ♦. w } ,� ,� _� " � � , ' - �; I r t - � '� , . s � ., . 4 � . _ ,�• " PZ=6S - - - - � .� \: � .� v �� � � " ����ti � � � � � � Dw-o2 - ';, � G" � � PZ -10D � ^ y , ,� ,. .. s= � � ��• ;,� J r - -. _ , a, '' � . ti - A , , tii �� � � � .� y ';` �,� • � 1i `fir 'MW -27C � ' � �'� �� '� i W _, MW -36B �, � DMW-1 � .. % BMW -1 � MW -36C GWPZ-1A \ .'_ 1 : !! ..`GWPZ-1 B \\���`,\� T � .d� - 1 f'�. `� '�, � DW -04 DW -14 . � s '%' r r � t , �r � � � (PRW-1), �.. ~�, •• DMW-2 \ � GWPZ-2A • •°+� � � ^� .. ` k \\ GWPZ-2B � `����\��\ � � .y .•'•" -� . rr � AW-7RD � � � � MW -31 RB • ° DW -19 :• �� BMW -3 , ,�r � �� ��\ � � MW -31 RC ., UW� � � �� r �� � .� "- „t � ,+► r\\;;`` � .. � � ` ` �'_r -' �` '-fit './ � ,p +�.�� , r � BMW 2 � �„ � Rr �� ,� '�� � :.�" PRW-2 � 1984 ASH � . \\\� ' � • ,,- .. �� �., \� _ ..,, - . BASIN � � � � !'�� � � /?�; ,(LINED) � �, � � - \\ •�, - � s , ''�'.. , PZ -INT �. �� �, ._, i GWPZ-3A *; � . , ....: DMW-3 - ADW-1T�.' ��` . _ v _ 1 GWPZ-3B � � 1 �,- \\\ •' ei r ..i �� .: ' `C _ w � - 1 ,r � ` , a� _ ' 1 BMW=4 `� � . � .`.��� a � �,, .DMW-4 �"� '�` � `� �` '` r ,,..,, � DW -07 � DW -08 '�� ', ���\�\\. AW-6RB { ` a ," MW -12R AW-6RD � i t�, ,�• `•.�` � �. 1 .�. 1984 ASH y AW-6RE + . _ / '� �R � ,� � ti BASIN \ .• � �'� �• + ..�4'. -1 R (LINED) . �� � ` �,,, DW -06• 4� ��' -•' ;?1: i'� '' , ' .w ` � DW -10 . � �' GWPZ-4A J ��\ '� • _ ,� � � , `, ' 1971 ASH GWPZ-4B .'� MW -23D I � � ""~` -''� `�• � ��' ' � �'"� MW -23E � 1 BASIN `_ � - : � DW -09 \ _ .-,�� - : � �+i �`� _ �r ` � �. - � ` MW -IAP -1 D «� �' � . g' 1. iii _ .ay„ `� �� - :..�`` \\\ • � �� PRW-3 �• ��'�� � 1 . ��`\,,,, - 1983 � �' .. � � ,n '� `:\� '•� � �. f ii ,-�, : EXTENSION \�i '. 1 � ��.,' ` r f ' ', .� �.. �� \/ DW -1 ,. . , � - 1 _ - - �- y- • - „� .5 ` { rim .. i' - - - r. ,� I' � .: 1 � -,. r ! q. �� �� �y �.. � it � • ��� � • ` 7' 0 0 � � "`' " �h O ' e ' o o ♦ �� MW -28T•_, � ,. MW-33C� � DW -13 ..:r a e � � ;• �- PRW-6-�- �'' PRW-7N . � t •'w l '► � '' " � '0; � � _ � . y � 1 FORMER ASH �,� �:: ,�,. °, py "'��, .--- ' � � DISPOSAL MW -16 � -' • ` ' � NHC SW��� AREA � �,;, NHC-SVV2 (NOT IN USE) �DW-18 .; •". "� � MW=16D�, , (NOT IN USE). , `� < �' : � �f ' _ x , MW -7A 1 ��'� d q � �-. .� �. .. � � •i .�''^� ''' "t � . " ,_ i ten' "�''�►' � ;ji'� ,r�� r a .- � - . • .f` �► : z � ti - 1 �,; �4. '� -s � '� � � � � � o � � �a'R w �= ri it � � � - ,. ' •� � , ' '��� � '� LEGEND GEOSYNTEC EXTRACTION �-�-r� RAILROAD ASH BASIN WELLS BOAT ROAD � . _ . _ _ � COMPLIANCE BOUNDARY CCR MONITORING WELL PHASE 1 - - HALF -MILE OFFSET FROM (SURVEYED) � - - - - COMPLIANCE BOUNDARY MONITORING WELL INTERCELL ALIGNMENT (SURVEYED) LANDFILL FINAL COVER (10' _ DUKE ENERGY PROGRESS INTERVAL) � - _� SUTTON PLANT SITE �, COMPLIANCE MONITORING BOUNDARY WELL (SURVEYED) ASH LOADING CAMA MONITORING WELL � PHASE 1 SURFACE WATER (SURVEYED) PONDS � BACKGROUND COMPLIANCE MONITORING WELL (SURVEYED) PRIVATE WATER SUPPLY WELL .. • � Y{ � � ,� - � � - Sutton Steam Plant Rd -�� - _ .. - -�° � ... � --- ` �� res-. `� PE -SW -6B - �- .� :� - �-`.. �,,, _ . i • , � _y,�„�....I � � �� +'�! � ,� rte• � _ _ g ��� �``_ �- � — _ - ��' � � _ � �' y�j .;. .., .. � �^ '' ..” -vh +�, M W-4 .� • is ���, ->• .. t 46I � e', , t *' `Y , � �` � $•. // - � • 1 - # � - . • �. , � , .� III - -. • ,. - w '« . � �- .� . { ♦, - 0 500 1,000 2,000 3,000 GRAPHIC SCALE IN FEET DRAWN BY: A. FEIGL DATE: 05/17/2017 �� CHOEC ED BYNP. WALDREPLDREP DATE: 05/17/2017 arra E�JERY� _ FIGURE 1 2 148 RIVER STREET, SUITE 220 PROGRESS SITE LAYOUT MAP GREENVILLE, SC 29601 864-421-9999 L.V. SUTTON ENERGY COMPLEX www.synterracorp.com WILMINGTON, NORTH CAROLINA ��s,�t Wit} a- � � rI i Y .11� " PZ=6S - - - - � .� \: � .� v �� � � " ����ti � � � � � � Dw-o2 - ';, � G" � � PZ -10D � ^ y , ,� ,. .. s= � � ��• ;,� J r - -. _ , a, '' � . ti - A , , tii �� � � � .� y ';` �,� • � 1i `fir 'MW -27C � ' � �'� �� '� i W _, MW -36B �, � DMW-1 � .. % BMW -1 � MW -36C GWPZ-1A \ .'_ 1 : !! ..`GWPZ-1 B \\���`,\� T � .d� - 1 f'�. `� '�, � DW -04 DW -14 . � s '%' r r � t , �r � � � (PRW-1), �.. ~�, •• DMW-2 \ � GWPZ-2A • •°+� � � ^� .. ` k \\ GWPZ-2B � `����\��\ � � .y .•'•" -� . rr � AW-7RD � � � � MW -31 RB • ° DW -19 :• �� BMW -3 , ,�r � �� ��\ � � MW -31 RC ., UW� � � �� r �� � .� "- „t � ,+► r\\;;`` � .. � � ` ` �'_r -' �` '-fit './ � ,p +�.�� , r � BMW 2 � �„ � Rr �� ,� '�� � :.�" PRW-2 � 1984 ASH � . \\\� ' � • ,,- .. �� �., \� _ ..,, - . BASIN � � � � !'�� � � /?�; ,(LINED) � �, � � - \\ •�, - � s , ''�'.. , PZ -INT �. �� �, ._, i GWPZ-3A *; � . , ....: DMW-3 - ADW-1T�.' ��` . _ v _ 1 GWPZ-3B � � 1 �,- \\\ •' ei r ..i �� .: ' `C _ w � - 1 ,r � ` , a� _ ' 1 BMW=4 `� � . � .`.��� a � �,, .DMW-4 �"� '�` � `� �` '` r ,,..,, � DW -07 � DW -08 '�� ', ���\�\\. AW-6RB { ` a ," MW -12R AW-6RD � i t�, ,�• `•.�` � �. 1 .�. 1984 ASH y AW-6RE + . _ / '� �R � ,� � ti BASIN \ .• � �'� �• + ..�4'. -1 R (LINED) . �� � ` �,,, DW -06• 4� ��' -•' ;?1: i'� '' , ' .w ` � DW -10 . � �' GWPZ-4A J ��\ '� • _ ,� � � , `, ' 1971 ASH GWPZ-4B .'� MW -23D I � � ""~` -''� `�• � ��' ' � �'"� MW -23E � 1 BASIN `_ � - : � DW -09 \ _ .-,�� - : � �+i �`� _ �r ` � �. - � ` MW -IAP -1 D «� �' � . g' 1. iii _ .ay„ `� �� - :..�`` \\\ • � �� PRW-3 �• ��'�� � 1 . ��`\,,,, - 1983 � �' .. � � ,n '� `:\� '•� � �. f ii ,-�, : EXTENSION \�i '. 1 � ��.,' ` r f ' ', .� �.. �� \/ DW -1 ,. . , � - 1 _ - - �- y- • - „� .5 ` { rim .. i' - - - r. ,� I' � .: 1 � -,. r ! q. �� �� �y �.. � it � • ��� � • ` 7' 0 0 � � "`' " �h O ' e ' o o ♦ �� MW -28T•_, � ,. MW-33C� � DW -13 ..:r a e � � ;• �- PRW-6-�- �'' PRW-7N . � t •'w l '► � '' " � '0; � � _ � . y � 1 FORMER ASH �,� �:: ,�,. °, py "'��, .--- ' � � DISPOSAL MW -16 � -' • ` ' � NHC SW��� AREA � �,;, NHC-SVV2 (NOT IN USE) �DW-18 .; •". "� � MW=16D�, , (NOT IN USE). , `� < �' : � �f ' _ x , MW -7A 1 ��'� d q � �-. .� �. .. � � •i .�''^� ''' "t � . " ,_ i ten' "�''�►' � ;ji'� ,r�� r a .- � - . • .f` �► : z � ti - 1 �,; �4. '� -s � '� � � � � � o � � �a'R w �= ri it � � � - ,. ' •� � , ' '��� � '� LEGEND GEOSYNTEC EXTRACTION �-�-r� RAILROAD ASH BASIN WELLS BOAT ROAD � . _ . _ _ � COMPLIANCE BOUNDARY CCR MONITORING WELL PHASE 1 - - HALF -MILE OFFSET FROM (SURVEYED) � - - - - COMPLIANCE BOUNDARY MONITORING WELL INTERCELL ALIGNMENT (SURVEYED) LANDFILL FINAL COVER (10' _ DUKE ENERGY PROGRESS INTERVAL) � - _� SUTTON PLANT SITE �, COMPLIANCE MONITORING BOUNDARY WELL (SURVEYED) ASH LOADING CAMA MONITORING WELL � PHASE 1 SURFACE WATER (SURVEYED) PONDS � BACKGROUND COMPLIANCE MONITORING WELL (SURVEYED) PRIVATE WATER SUPPLY WELL .. • � Y{ � � ,� - � � - Sutton Steam Plant Rd -�� - _ .. - -�° � ... � --- ` �� res-. `� PE -SW -6B - �- .� :� - �-`.. �,,, _ . i • , � _y,�„�....I � � �� +'�! � ,� rte• � _ _ g ��� �``_ �- � — _ - ��' � � _ � �' y�j .;. .., .. � �^ '' ..” -vh +�, M W-4 .� • is ���, ->• .. t 46I � e', , t *' `Y , � �` � $•. // - � • 1 - # � - . • �. , � , .� III - -. • ,. - w '« . � �- .� . { ♦, - 0 500 1,000 2,000 3,000 GRAPHIC SCALE IN FEET DRAWN BY: A. FEIGL DATE: 05/17/2017 �� CHOEC ED BYNP. WALDREPLDREP DATE: 05/17/2017 arra E�JERY� _ FIGURE 1 2 148 RIVER STREET, SUITE 220 PROGRESS SITE LAYOUT MAP GREENVILLE, SC 29601 864-421-9999 L.V. SUTTON ENERGY COMPLEX www.synterracorp.com WILMINGTON, NORTH CAROLINA