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HomeMy WebLinkAboutNC0004979_3_FINAL_CSA Supplement 2_Allen_Figures_20160802SITE LOCATION MAP DUKE ENERGY CAROLINAS, LLC ALLEN STEAM STATION ASH BASIN GASTON COUNTY, NORTH CAROLINA DATE AUGUST 2016 ElUDRE 1-1 LEGEND CAMAASSESSMENT GROUNDWATER MONITORING WELL NPDES COMPLIANCE GROUNDWATER MONITORING WELL NPDES VOLUNTARY GROUNDWATER MONITORING WELL • CAMAASSESSMENT SURFACE WATER SAMPLE LOCATION CAMA ASSESSMENT AREA OF WETNESS SAMPLE LOCATION CAMAASSESSMENT SOIL BORING ® WATER SUPPLY WELL - NOT SAMPLED BY DEQ WATER SUPPLY WELL - SAMPLED BY DEQ ASH BASIN COMPLIANCE BOUNDARY ASH BASIN COMPLIANCE BOUNDARY COINCIDENT WITH DUKE ENERGY PROPERTY BOUNDARY ASH BASIN WASTE BOUNDARY ASH STORAGE AREA BOUNDARY DUKE ENERGY PROPERTY BOUNDARY ROADS 10' TOPOGRAPHY rl* s s X fA NOTES: 1. AERIAL IMAGERY IS A COMBINATION OF NC ONEMAP (2010) AND A WSP AERIAL SURVEY (2014) 2. TEN FOOT TOPOGRAPHICAL CONTOURS OBTAINED FROM 2015 WSP SURVEY DATA 3. PARCEL DATA FOR THE SITE WAS OBTAINED FROM DUKE ENERGY REAL ESTATE AND IS APPROXIMATE 4. THE COMPLIANCE BOUNDARY IS ESTABLISHED ACCORDING TO THE DEFINITION FOUND IN 15A NCAC 02L .0107 (a) 5. WASTE BOUNDARY IS APPROXIMATE. 0 6. AS -BUILT CAMA ASSESSMENT AND NPDES SERIES MONITORING WELLS ARE PROVIDED BY DUKE 1 ENERGY, WSP, AND OTHERS 7. EPA RULE CCR WELL AND CAMA H/V DELINEATION WELL LOCATIONS (BLUE LABELS) ARE APPROXIMATE AND HAVE NOT BEEN SURVEYED 8. VOLUNTARY MONITORING WELL AB-8 WAS FOUND DAMAGED AND ABANDONED IN 2010 9. LIGHT GREEN LABELS INDICATE AN ADDITIONAL ASSESSMENT WELL COMPLETED POST-CSA 10. FOR MORE DETAILS REGARDING INDIVIDUAL WATER SUPPLY WELLS, SEE THE WATER SUPPLY WELL ANALYTICAL RESULTS MAP k ce "" - a •r. "4 BG-4D f S BG-4S ..-: ". w'.... ._ - _•.,,-.. ^,ice ANIN001 �° `� ANWW003` aY ANWW001 GWA-81D ANWW004 r. ��� GWA-8S GWA-7D GWA-7S LL z GWA-17D GWA-17S. AB-1 A A13-1 R" �� GWA-6BR GWA-11's GWA-ss AB-31D AB-31S GWA-18D AB39S =' 'rWA 6U GWA-6D-A GWA-4D " ' AB-38S GWA-4BR GWA-4S a.,�� oC��jJ AB-39D •-ANTDO'01 ® �e " All,A n B=38D SB-3 AB-33D All, AB-33S �- SB-2 FS �B-5 WA � AB-32,32 G-5S a =�' x• n Ap 0 AB-34D D, GWA-SBR 9S SE-4iP' GWA-SU AB-34S( AB-37D AB-36SIF ri � AB-37S B-gD 4-15D 0 - AB-35D La`lN AB-gS r��GWA-15S AB-36D S ' AB-35•BR B 6 ALB-14BR AB 2 S6 AB 35S j a{{�-_ AB'29D ANSW015 �,.,t '1 AB-14D '-. '_ I `AB'30D AB`-295 AB-29S • GAB`-2D ANFD001 AB-30S AB-27D AB-8 SW-7 �• 0 vGGWA-1C4D AB-28D AB-28S AB`-2'7S ® GWA 14S*= �► - AB-27BR •ft r► . GWA-22 D, GWA-22S ,.. SW'3 SW-4 GWA-21BROO �� - - -- o ®- 21 D$ - o n q • o o Q AB-25S . ,. .. r �, AB-24D AB-26D �S '• •( �tAB-13S ", AB-13D AB-24S''111! AB-25SLA6-256RU GGWA36R� SB_7 AB-'24SL AB-26S GWA-3S S-5 AB-246R AB -_RR �5 • SB-9 ANSP005 SW-2 AB-4Srm AB-41) t AB-23BRU g 7 AB-4131 �GWA-23S g. GWA-23D' SW_5 AB-23S S-6 ,,GWA-91) AB-20D GWA-98R GYU VI��Q - ANSP001 AB 21BR GWff-9 AB-21S AB-21D AB-22Dmw -4 AB-1OD S AB-216RL AB-21SL :� y AB-220R AB-22S SW-1 AB-10S .� ; ANWW002 ANSP002 rAB-12D ANSP003 S'2 Ap, AB-125 AB-5 , GWA-26D GVVA-2D AB-6A Ap, GWA-26S GWA-1 D GWA-2S GWA-1S m_• al 500 1,000 1,500 Feet SAMPLE LOCATION MAP DUKE ENERGY CAROLINAS, LLC ALLEN STEAM STATION GASTON COUNTY, NORTH CAROLINA DATE AUGUST 2016 FIGURE 1-2 WATER SUPPLY WELL ANALYTICAL RESULTS DATE DUKE ENERGY CAROLINAS, LLC ALLEN STEAM STATION ASH BASIN GASTON COUNTY, NORTH CAROLINA R .6 . „_ -. y+ :: .- .:c 1i _ . ' 94...•r.. ' ° p _ 'g:, 4_ / ''�,:',: r.� 1r o p _ � -- do °'" -11, . l .­ 1 � .• 0. r�` C ;. .-y: ml}.','' ,�0 :',• O .may p. .SS , . - .':: , .. + T d , ,'.,xc< rw_ . M,.� •^} . + I- C t< - q <o . - ® .o - .--, .. ­ ... � ," • .* s% - r;' AO -` " J .s�4.:. A M r �,, ". m m r Ife! }•.: _ .._.. "rr �;Y � k yy .,", 9 fr"x,. 11 ,S' ' , - .. }a _ ',.4. Lam- D �, 1 i S f-l")i : f 1w 1% ..;. - , : . 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'� k . � � • WSW NOT SAMPLED BY DEQ a: • 'r w- � ' `-go a r dw ,;°? i 5., 3 a rr WSW SAMPLED BY DEQ . : y z , a ; '* -- .. { o' - .} A I .:.._ , ,- a �k ` fie 10-FOOT ELEVATION CONTOURS - . ;-Al 6 k r . v .. 1 It- ` ' ; fr, �,. �' ,�,� , j w �' '-i. ' „ . DUKE ENERGY PROPERTY BOUNDARY e , * P -r:t r ss , = 91�7 pl *� IMA '- , '. .r y, 0 250 500 1,000 1.500 2,000t. I y, G°• I '--' '# ,y- y e .:, �11 + y: a ' 1. +i iJ ,• r I� ..... ,a,, ¢ .'�15, . p� FIGURE NOTES: 1. ASH BASIN WASTE BOUNDARIES AND ASH STORAGE AREA BOUNDARIES ARE APPROXIMATE. 2. PRIVATE WELL LOCATIONS ARE APPROXIMATE. 3. ORTHOPHOTOGRAPHY IS FROM INC ONEMAP GIS ONLINE SERVICE AND DUKE ENERGY CAROLINAS, LLC. 4. DUKE ENERGY PROPERTY BOUNDARY WAS SUPPLIED BY DUKE ENERGY REAL ESTATE. 5. ELEVATION CONTOURS PROVIDED TO DUKE ENERGY BY WSP (2015) TABLE NOTES: 1. ANALYTICAL RESULTS REFLECT SAMPLING CONDUCTED BY NORTH CAROLINA DEPARTEMENT OF ENVIRONMENTAL QUALITY 2. TABLE INCLUDES DATA PROVIDED TO DUKE ENERGY BY NCDEQ ON 3/15/2016 2. YELLOW HIGHLIGHTING INDICATES AN EXCEEDANCE OF THE APPLICABLE STANDARD NOTES: 1. AERIAL PHOTOGRAPHY OBTAINED FROM NC ONEMAP (2010) AND WSP (2014) 2. HYDROGRAPHY OBTAINED FROM PROVISIONAL JURISDICTIONAL WATERS MAP (USACE APPROVAL PENDING), PROVIDED BY AMEC FOSTER WHEELER, DATED MAY 29, 2015 3. PARCEL DATA FOR THE SITE WAS OBTAINED FROM DUKE ENERGY REAL ESTATE AND IS APPROXIMATE 4. ASH BASIN WASTE BOUNDARY IS APPROXIMATE 5. AS -BUILT MONITORING WELL LOCATIONS PROVIDED BY DUKE ENERGY 6. GROUNDWATER ELEVATIONS WERE MEASURED ON 5/2/2016 7. NM - NOT MEASURED DURING THE 5/2 WATER GAUGING EVENT. WATER ELEVATIONS WERE MEASURED ON 5/23/16, BUT WERE NOT UTILIZED FOR POTENTIOMETRIC SURFACE EVALUATION 8. SITUATIONS WHERE S/SL PAIRING EXIST S ELEVATIONS WERE USED FOR CONTOURS. 9. SURFACE WATER ELEVATIONS WERE MEASURED 7/11/2016 10. TOPOGRAPHIC CONTOURS ACQUIRED FROM WSP (DATED APRIL 2014) 11. WATER SUPPLY WELL LOCATIONS ARE APPROXIMATE. THE NUMBERS ASSOCIATED WITH THE WATER SUPPLY WELLS CORRESPOND TO SECTION 4 OF THE COMPREHENSIVE SITE ASSESSMENT REPORT (HDR, 2015) 500 0 500 1,000 SCALE (FEET) FEZ GASTON COUNTY, NORTH CAROLINA LEGEND e GWA-2S ASH BASIN ASSESSMENT GROUNDWATER 100.00- MONITORING WELL e GWA-2S ASH BASIN COMPLIANCE GROUNDWATER 1CIO. 00- MONITORING WELL GWA-2-25 ASH BASIN VOLUNTARY GROUNDWATER 100.00� MONITORING WELL • WATER SUPPLY WELL NOT SAMPLED BY NCDEQ WATER SUPPLY WELL SAMPLED BY NCDEQ GROUNDWATER CONTOUR LINE (DASHED WHERE INFERRED) DUKE ENERGY PROPERTY BOUNDARY ASH BASIN WASTE BOUNDARY ASH BASIN COMPLIANCE BOUNDARY _ ASH BASIN COMPLIANCE BOUNDARY COINCIDENT WITH DUKE ENERGY PROPERTY BOUNDARY STREAM APPROXIMATE GROUNDWATER FLOW DIRECTION 10FT WSP SURVEY CONTOURS DATE AUGUST 2016 FIGURE 3-1 3Y, NOTES: 1. AERIAL PHOTOGRAPHY OBTAINED FROM NC ONEMAP (2010) AND WSP (2014) 2. HYDROGRAPHY OBTAINED FROM PROVISIONAL JURISDICTIONAL WATERS MAP (USACE APPROVAL PENDING), PROVIDED BY AMEC FOSTER WHEELER, DATED MAY 29, 2015 3. PARCEL DATA FOR THE SITE WAS OBTAINED FROM DUKE ENERGY REAL ESTATE AND IS APPROXIMATE 4. ASH BASIN WASTE BOUNDARY IS APPROXIMATE 5. AS -BUILT MONITORING WELL LOCATIONS PROVIDED BY DUKE ENERGY 6. GROUNDWATER ELEVATIONS WERE MEASURED ON 5/2/2016 7. NM - NOT MEASURED DURING THE 5/2 WATER GAUGING EVENT. WATER ELEVATIONS WERE MEASURED ON 5/23/16, BUT WERE NOT UTILIZED FOR POTENTIOMETRIC SURFACE EVALUATION 8. AB-34D, AB-23BRU AND AB-25BRU WATER READINGS NOT USED FOR CONTOURING 9. SURFACE WATER ELEVATIONS WERE MEASURED 7/11/2016 10. TOPOGRAPHIC CONTOURS ACQUIRED FROM WSP (DATED APRIL 2014) 11. WATER SUPPLY WELL LOCATIONS ARE APPROXIMATE. THE NUMBERS ASSOCIATED WITH THE WATER SUPPLY WELLS CORRESPOND TO SECTION 4 OF THE COMPREHENSIVE SITE ASSESSMENT REPORT (HDR, 2015) 500 0 500 1,000 SCALE (FEET) FEZ f: 'f er GASTON COUNTY, NORTH CAROLINA LEGEND GWA-2D ASH BASIN ASSESSMENT GROUNDWATER 100.CIO - MONITORING WELL e GWA-2D ASH BASIN COMPLIANCE GROUNDWATER 100.CIO - MONITORING WELL e GWA-2D ASH BASIN VOLUNTARY GROUNDWATER 100.00 MONITORING WELL 0 WATER SUPPLY WELL NOT SAMPLED BY NCDEQ WATER SUPPLY WELL SAMPLED BY NCDEQ GROUNDWATER CONTOUR LINE (DASHED WHERE INFERRED) - - - DUKE ENERGY PROPERTY BOUNDARY ASH BASIN WASTE BOUNDARY ASH BASIN COMPLIANCE BOUNDARY _ ASH BASIN COMPLIANCE BOUNDARY COINCIDENT WITH DUKE ENERGY PROPERTY BOUNDARY STREAM APPROXIMATE GROUNDWATER FLOW DIRECTION 10FT WSP SURVEY CONTOURS DATE AUGUST 2016 FIGURE 3-2 NOTES: 1. AERIAL PHOTOGRAPHY OBTAINED FROM NC ONEMAP (2010)AND WSP (2014) 2. HYDROGRAPHY OBTAINED FROM PROVISIONAL JURISDICTIONAL WATERS MAP (USACE APPROVAL PENDING), PROVIDED BY AMEC FOSTER WHEELER, DATED MAY 29, 2015 3. PARCEL DATA FOR THE SITE WAS OBTAINED FROM DUKE ENERGY REAL ESTATE AND IS APPROXIMATE 4. ASH BASIN WASTE BOUNDARY IS APPROXIMATE 5. AS -BUILT MONITORING WELL LOCATIONS PROVIDED BY DUKE ENERGY 6. GROUNDWATER ELEVATIONS WERE MEASURED ON 5/2/2016 7. NM - NOT MEASURED DURING THE 5/2 WATER GAUGING EVENT. WATER ELEVATIONS WERE MEASURED ON 5/23/16, BUT WERE NOT UTILIZED FOR POTENTIOMETRIC SURFACE EVALUATION 8. AB-34D, AB-23BRU AND AB-25BRU WATER READINGS NOT USED FOR CONTOURING 9. SURFACE WATER ELEVATIONS WERE MEASURED 7/11/2016 10. TOPOGRAPHIC CONTOURS ACQUIRED FROM WSP (DATED APRIL 2014) 11. WATER SUPPLY WELL LOCATIONS ARE APPROXIMATE. THE NUMBERS ASSOCIATED WITH THE WATER SUPPLY WELLS CORRESPOND TO SECTION 4 OF THE COMPREHENSIVE SITE ASSESSMENT REPORT (HDR, 2015) 500 0 500 1,000 SCALE (FEET) FEZ GASTON COUNTY, NORTH CAROLINA LEGEND ASH BASIN ASSESSMENT GROUNDWATER GWA-2 BR MONITORING WELL WITH GROUNDWATER 100.00' ELEVATION IN FEET 0 WATER SUPPLY WELL NOT SAMPLED BY NCDEQ WATER SUPPLY WELL SAMPLED BY NCDEQ GROUNDWATER CONTOUR LINE (DASHED WHERE INFERRED) - - - DUKE ENERGY PROPERTY BOUNDARY ASH BASIN WASTE BOUNDARY ASH BASIN COMPLIANCE BOUNDARY ASH BASIN COMPLIANCE BOUNDARY COINCIDENT WITH DUKE ENERGY PROPERTY BOUNDARY STREAM APPROXIMATE GROUNDWATER FLOW DIRECTION 10FT WSP SURVEY CONTOURS DATE AUGUST 2016 FIGURE 3-3 OM) a STATION DISCHARGE CAN AJ M"4 1111111111111AN 4=(4Au) ASH STORAGE INACTIVE ASH STORAGE e INACTIVE ASH STORAGE STR CTUI 6l�w9 FILL ASHAl J STORAGE " RLM4 ADM LyS99D 41. r .+a � 9 .' _ � Y • .1 .y �' ,�vti : , -en,w. < . t. • � • § '�� , R' a�lC r'iu1 .�J;�FJ! x�`'.. �,�'P'4r'!o ., G�9909(3 �� �/�J l .. �� ' n f x 1 � _ '� ►" � 3 � � L�f��3 �'wl (�'� a�, �gx K y � �,�i. , �1G�i1- L�9 G r�, SIPAW el i' a LY�39 - - 1- Won) 9� GY�9410 , r 9a� &MIN � °" 94� GY�99a P F • qq3 - GY�9�' Ic '. ar 9, + A. { \ �. � -'r' ■ yi ', tea,'`; -,•� rMllllli l o a LY�C�lk•z3 439 1�L7�11 �ll�' ffr7 G�F�C. 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ASH LANDFILL 1 a4 Aif/p 11 I� PERMIT NO. 3612 1 R AMID 1 �O � i! V�pllYy IsM1(sM� f ors tr Ix AM AMID IUD"WO�NI el , r 9LOz39 Nam! ems"B G�a09n U(%•) V 9CID GY�99 PRIMARY - 041 tx MEN LY �19GQ G�Lt7bT6 POND 2 PRIMARY r 9�p &940 PRIMARY POND 3 943 =mm @G POND1 GJ9l/3PAWM 94 ® • . 9C�3 L�9 r� _ � G�7�ul� qq�' • - GY�9�' u c G � ice, . G�� �q 1 nth Q 9G � G�-t'/k nLw rO G I�i7 1 a, , � - � � ' ,tea ':`' '� -'•� ° 14 �\ * v it ACTIVE ` - � ASH BASINIL Mae \ A840 Aim` ADMID1 „ F *` i ,� / •' A �� DISCHARGE TOWER 44 s - jae g � R _-,.. �✓:. - p,e•t.,.---. y,.�,Ppt a^4.:t... }.r h-.t -... '''' .11$' �,y d'� � rt�'.^{iP.. £.qll .:'rat I'�, �' x�� - ♦♦ r rnn. - 5 i� M KK r 4 , _ • � r �Nupl� '•y e' • .: - �% .- ;� ,�.-. ,.p, -.. -px�+ . : ...,: .. C - .,�11' .?'Y :1•.-. L-,1`�°-liY/l:U V•vi x..:. " elm •.-' ,„ 1 — ♦ e .c «' .a' 'c`•'•-r _ - f^„ ..'�-4 -- Ft� ...: ,x.. .n. r_..:�� .�:' '; v,' '•++Fr.'' \I .' 'm� �." ! �t.:: ...-', - 1 I® �' �':-: E w,.. •yV ,. :. lib' �i" .�. .:-.� ��'�' �• :�... - _ �7 d z. 2 ; . Y r i". T-1lSs" + � ry ,y ------------- .14 ASH STORAGE Vn« Daly ) 400 0 400 800 A@40 asim" LAKE WYLIE (CATAWBA RIVER) C 4', e� a^v. 101 �3 903 • 9[>y3 NOTES: LEGEND: m m m m 11 ZINC ISOCONCENTRATION CONTOUR MAP - DEEP WELLS (D AND BRU) DUKE ENERGY CAROLINAS, LLC ALLEN STEAM STATION ASH BASIN z per! �- � � = A � •.. ✓fib R'y a STATION DISCHARGE CAN AJ ASH STORAGE INACTIVE ASH STORAGE e^ INACTIVE 1 1 1 1 1 1 1 fi} 161 1 �r fit` ALLE' STEAM STATION 9y r 1 / / / ilrN aIM) ;� 1 \ 1 1 I 1 I I I 1 1 1 1 I I I 1 1 1 1 MINI NIA I I 1 1 STRUCTURAL i � �99 ASH STORAGE FILL ' STRUCTURAL ' ASH 1' FILL RETIRED ASH BASIN STORAGE I ! 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A .' 4 `.t .+: _ k'. i�r" #' ;. it :' ?/ ': �� h ♦♦ a � d�, '�•' g I, 1, lyil 4� .� - 9Y�,� ..'`, ;i � ., `♦ r`yt "'� r ; � + �; Y� / > �` -� 1'�a s.. ,� „'`-_!+.• '•::p � � �', { ' .. `�`. ,. ,,. ...... 2" L.v vb. _,,,74: .�"1 s' ♦♦ ��� ,. ,::,� ,1� �P{�./..�La t'i"''' _•qy 4, �-[„{ 'SR-', - 9�_ �_.'. x., .;' ,:P'; I , ;''�' ::Kf-'- - i - ♦♦ :v, 'r+� _ ,�, 3�i� :�: '1, t ' { le MIA 'xi --- MAW • .p, j 400 0 400 800 LAKE WYLIE (CATAWBA RIVE C 4', e� 4 av 101 9� 51(3'S �3 903 9[>y3 NOTES: LEGEND: JIIII IIIII IIIII IIIII 11 ZINC ISOCONCENTRATION CONTOUR MAP - BEDROCK WELLS (BR) DUKE ENERGY CAROLINAS, LLC ALLEN STEAM STATION ASH BASIN z LEGEND` CAMAASSESSMENT GROUNDWATER MONITORING WELL + , NPDES COMPLIANCE GROUNDWATER MONITORING WELL , NPDES VOLUNTARY GROUNDWATER,) MONITORING WELL LANDFILL GROUNDWATER MONITORING WELL , WATER SUPPLY WELLS - NOT , ® SAMPLED BY DEQ WATER SUPPLY WELLS - SAMPLED =` BY DEQ DUKE ENERGY PROPERTY BOUNDARY ASH BASIN WASTE BOUNDARY ASH STORAGE AREA BOUNDARY r iv or p �•� A - R f � GWA-81, GWA-17D GWA-17S A6,1 CAB-1R �I� GWA=18D cwA°-1ss ' 3R_ AB-38D AB 38S AB-386R ,. ASH BASIN COMPLIANCE BOUNDARY`' ASH BASIN COMPLIANCE BOUNDARY COINCIDENT WITH , x DUKE ENERGY PROPERTY' BOUNDARY_'�E. 0.5 MILE OFFSET FROM ASH BASIN COMPLIANCE BOUNDARY' 10' TOPOGRAPHY;,;, `S" r ♦i F"��t. TRANSECTS w . � < r mod" ,_��., _ t � � F •�` Y � r"71 iA z a r ; r fi ,;y, � ��� �m .,-� +�. � tic ♦x � Tyk � r4 6 :t x a, r • NOTES: 1. AERIAL IMAGERY IS A COMBINATION OF NC ON EMAP (2010) AND A WSP AERIAL SURVEY (2014) 2. TEN FOOT TOPOGRAPHICAL CONTOURS OBTAINED FROM 2015 WSP SURVEY DATA 2. PARCEL DATA FOR THE SITE WAS OBTAINED FROM DUKE ENERGY REAL ESTATE AND IS APPROXIMATE 3. THE COMPLIANCE BOUNDARY IS ESTABLISHED ACCORDING TO THE DEFINITION FOUND IN 15A NCAC 0 500 1,000 1,500 02L .0107 (a) 4. WASTE BOUNDARY IS APPROXIMATE Feet 5. AS -BUILT CAMA ASSESSMENT AND NPDES SERIES MONITORING WELLS ARE PROVIDED BY DUKE ENERGY, WSP, AND OTHERS 6. EPA RULE CCR WELL LOCATIONS AND CAMA H/V DELINEATION WELL LOCATIONS (BLUE LABELS) ARE APPROXIMATE AND HAVE NOT BEEN SURVEYED 7. LIGHT GREEN LABELS INDICATE AN ADDITIONAL ASSESSMENT WELL COMPLETED POST-CSA GWA-7D GWA-8D GWA-7S, : GWA-6BR +4 GWA-6D AB-39S GWA-65 AB-39D AB 33D \AB-33S Q AB=32S GWA-SD w CGWA-SS ,,. AB-34S AB-32D GWA-56R '- i AB-34D _ AB-31 D GWA-4S AB-35BR D Ag_31S D'GWA-4BR AB-35S -) 0 AB-30D AB-29D AB-9D 1 AB-29SL � AB-29S AB-9S AB-3 D AB-27D " - AB-2-28; AB- 'A6-2.7S i AB-8 r AB-27BR A-22 s . A13-24S' AB-25S A13-26D 3D • o o AB-24SL AB-25SL E,' GWA-3D AB-246R AB-24D AB-256RU AB -AS ' GWA-3IR - :a :. AB-25BR G-3S WA . e D AB-23BRU I AB,23S y AB-22D AB-10D., -AB-22S A13-10S AB-21BR AB-22BR F —AB-21 S!! AB-21 D +k AB-21 SL AB-6A �� AB-6R �'-plig .+Fy. AB-5� r ~e e GWA-2D A., GWA-2S I W t GWA-1S u1GWA-1D GWA-1 B R ors AB-11 D SITE CROSS SECTION LOCATIONS DUKE ENERGY CAROLINAS, LLC ALLEN STEAM STATION GASTON COUNTY, NORTH CAROLINA DATE AUGUST 2016 FIGURE 3-5.1 1 12 13 14 15 16 17 18 A NORTH A' SOUTH 700 700 GWA-8D WA -SS BG-4BR BG-4D BG-4S PLANT ALLEN ROAD 650 - _ - SB-3 650 - - - = ASH STORAGE AREA DISCHARGE CANAL 6G0 - - - 600 Q- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W Z O (D L� 'Q J W LIJ Uj 550 550 REC Lithology Li 0 to 100 ,W9,6666) REC ROD Lithology 0 to 100 0 to 100 7xx x x x x x x 500 X x 500 140.0 (618.8) x x 20.0 (663.6) x x x x i30.0 (543.6) x x x x ..0 (46.8) x x 1 ]0.0116].6) a5G 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 450 2600 2800 DISTANCE (ft) SECTION SCALE: HORIZ 1-200' - STRATIGRAPHY LEGEND VERT 1"=40' A -ASH CROSS SECTION NOTES: LITHOLOGY - RECOVERY (REC) - ROCK QUALITY 1. GROUND WATER LEVEL MEASUREMENTS WERE TAKEN ON MAY 2, HYDROSTRATIGRAPHIC LAYER BASED ON A REVIEW OF THE BOREHOLE WELL GRAPHIC LEGEND DESIGNATION (RQD) CHART WITH DEPTHS NOTED ■ F -FILL 2016. DEPTH TO WATER WAS MEASURED WITH AN ELECTRIC PROBE LOG, FIELD PHOTOGRAPHS, AND GEOLOGIC JUDGMENT. PLEASE REFER Lithology REC RQD FROM BELOW TOP OF CASING AND WAS RECORDED WITHIN 0.01 TO THE HYDROSTRATIGRAPHIC LEGEND FOR MORE DETAILS. BG-4BR 0 to 100 0 to 100 FEET. WATER LEVELS PRESENTED ON CROSS SECTIONS ARE FROM°,.°I,,,o ❑ A - ALLUVIUM SHALLOW WELLS ONLY AND REPRESENT THE WATER TABLE. WATER 4. ADDITIONAL CSA GROUNDWATER MONITORING WELLS WERE INSTALLED 11 x TABLE SYMBOLOGY IS PRESENTED BELOW. VIA SONIC DRILLING; AS SUCH, RQD CAN NOT BE DETERMINED DUE x M1 - SOIL/SAPROLITE WHERE FIELD BLOWCOUNTS -4- _ TO THIS DRILLING METHOD AND ARE THEREFORE NOT PRESENTED WELL CASING x x ❑ (N-VALUE) MEASURED DURING STANDARD 2. RECOVERY (REC) AND ROCK QUALITY DESIGNATION (RQD) ARE FOR NEWLY INSTALLED WELLS. x x LITHOLOGY LEGEND PENETRATION TESTING (SPT) IS LESS THAN 50 MEASUREMENTS OF THE QUALITY OF ROCK CORE RECOVERED FROM A BOREHOLE. 5. TOP OF CASING IS NOT PRESENTED HEREIN FOR WELL CONSTRUCTION GRAPHICS. PLEASE SEE APPENDIX H OF THE x x '°°"°"A METADIABASE ❑ BLOWS PER FOOT (I.E. N<50 BPF) M2 - SAPROLITE/WEATHERED ROCK WHERE COMPREHENSIVEITE )AND A HSUPPLEMENT \ \ N>50 BPF OR REC <50% 3. STANDARD PENETRATION TESTING (SPT), REC AND RQD WERE THE 2S FOR WEILL CONSTRUCTIONARECORDSAPPENDIX WELL SCREEN / PRIMARY SOURCES IG DATA USED IN THE DETERMINATION/ASSIGNMENT OF HYDROSTRATIGRAPHIC LAYERS TO GEOLOGIC BORING LOGS. \ \ META -QUARTZ DIORITE ■ TZ - TRANSITION ZONE) PARTIALLY WEATHERED ROCK ( WHERE RECOVERY >50% AND RQD <50% NATURAL MATERIALS (ALLUVIUM, SOIL, SAPROLITE, AND ROCK) IN A 6. BEDROCK BR -DESIGNATED WELLS WERE SCREENED ACROSS ( ) / BOREHOLE; IN CASES WHERE SPT WAS NOT PERFORMED AND WHERE REC AND/OR RQD DATA WERE UNAVAILABLE DUE TO INTERPRETED WATER -BEARING FRACTURE ZONES BASED ON EXAMINATION OF THE ROCK CORE AND ROCK PACKER TESTING°I«.n \ \ / METAGRANODIORITE ❑ BR - SOUND ROCK WHERE REC > 85% AND RQD DRILLING METHOD, THE NATURAL MATERIALS WERE ASSIGNED TO A WHERE PERFORMED. GROUT BACKFILL >50% PPn.IFrT MANAr PR - DRAWN BY: L. MCCAUL DESIGNED BY: - HDR Engineering, Ina of the Carolinas CHECKED BY: N.C.B.E.L.S. License Number: F-0116 APPROVED BY: - 440 S. Church Street, Suite 900 Charlotte, NC 28202-2075 704.338.6700 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000246418 DUKE ENERGY CAROLINAS,LLC DUKE ALLEN STEAM STATION (- ENERGY GASTON COUNTY NORTH CAROLINA CROSS SECTION A -A' 0 1/2" 1- FILENAME FIGURE 2A.DWG SHEET CC� SCALE AS NOTED 3-5.2 C B A 1 2 13 4 15 16 17 18 A' SOUTH 700 AB-35S AB-35BR GWA-22S 700 AB-35D GWA-22D STRUCTURAL FILL SB-4 - AB-13D 650 650 - - - - - -- - - - - - - - - - - - - - - - _ ------------------------- - - - - - 600 600 Q W ZO 0 L_ a w W W w (n 550 550 L Z J S U Q REC RQD Lithology 0 to 100 0 to 100 145.5(516.2) 500 500 x x x x _ REC x x Lithology 0 to 100 x x ,]50(4875) 110.5 (491.2) x x AM 186 0 (d]6.5 450 450 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 3600 5200 5400 5600 SECTION STRATIGRAPHY LEGEND SCALE HORIZ 1"=200' - VERT 1"=40' A - ASH CROSS SECTION NOTES: LITHOLOGY - RECOVERY (REC) - ROCK QUALITY 1. GROUND WATER LEVEL MEASUREMENTS WERE TAKEN ON MAY 2, HYDROSTRATIGRAPHIC LAYER BASED ON A REVIEW OF THE BOREHOLE WELL GRAPHIC LEGEND DESIGNATION (RQD) CHART WITH DEPTHS NOTED F - FILL ■ 2016. DEPTH TO WATER WAS MEASURED WITH AN ELECTRIC PROBE LOG, FIELD PHOTOGRAPHS, AND GEOLOGIC JUDGMENT. PLEASE REFER REC RQD Lithology FROM BELOW TOP OF CASING AND WAS RECORDED WITHIN 0.01 TO THE HYDROSTRATIGRAPHIC LEGEND FOR MORE DETAILS. AB-35D 0 to 100 0 to 100 FEET. WATER LEVELS PRESENTED ON CROSS SECTIONS ARE FROM°,.°I°,,.» A - ALLUVIUM SHALLOW WELLS ONLY AND REPRESENT THE WATER TABLE. WATER 4. ADDITIONAL CSA GROUNDWATER MONITORING WELLS WERE INSTALLED x TABLE SYMBOLOGY IS PRESENTED BELOW, VIA SONIC DRILLING; AS SUCH, RQD CAN NOT BE DETERMINED DUE x M1 - SOIL/SAPROLITE WHERE FIELD BLOWCOUNTS -�- TO THIS DRILLING METHOD AND ARE THEREFORE NOT PRESENTED. WELL CASING x x (N-VALUE) MEASURED DURING STANDARD FOR NEWLY INSTALLED WELLS. x x LITHOLOGY LEGEND 2. RECOVERY (REC) AND ROCK QUALITY DESIGNATION (RQD) ARE PENETRATION TESTING (SPT) IS LESS THAN 50 MEASUREMENTS OF THE QUALITY OF ROCK CORE RECOVERED FROM x x BLOWS PER FOOT N.E. N<50 BPF) 5. TOP OF CASING IS NOT PRESENTED HEREIN FOR WELL A BOREHOLE. CONSTRUCTION GRAPHICS. PLEASE SEE APPENDIX H OF THE "°°"°"' METADIABASE 171 M2 - SAPROLITE/WEATHERED ROCK WHERE COMPREHENSIVE SITE ASSESSMENT (AUGUST, 2015) AND APPENDIX A N>50 BPF OR REC <50% 3. STANDARD PENETRATION TESTING (SPT), REC AND RQD WERE THE OF CSA SUPPLEMENT 2 FOR WELL CONSTRUCTION RECORDS AND WELL SCREEN PRIMARY SOURCES OF DATA USED IN THE GEOLOGIC BORING LOGS. °°°"°"' META -QUARTZ DIORITE ® TZ - (TRANSITION ZONE) PARTIALLY WEATHERED ROCK DETERMINATION/ASSIGNMENT OF HYDROSTRATIGRAPHIC LAYERS TO \ \ WHERE RECOVERY >50% AND ROD <50% NATURAL MATERIALS (ALLUVIUM, SOIL, SAPROLITE, AND ROCK) IN A 6. BEDROCK (BR -DESIGNATED) WELLS WERE SCREENED ACROSS BOREHOLE; IN CASES WHERE SPT WAS NOT PERFORMED AND INTERPRETED WATER -BEARING FRACTURE ZONES BASED ON \ \ °c .» WHERE REC AND/OR RQD DATA WERE UNAVAILABLE DUE TO EXAMINATION OF THE ROCK CORE AND ROCK PACKER TESTING � METAGRANODIORITE BR -SOUND ROCK WHERE REC > 85% AND ROD DRILLING METHOD, THE NATURAL MATERIALS WERE ASSIGNED TO A WHERE PERFORMED. GROUT BACKFILL p° �» \ \ >50% PR0.IFf:T MANAr.FR _ DRAWN BY: L. MCCAUL DESIGNED BY: - HDREngineering, Inc. of the Carolinas CHECKED BY: N.C.B.E.L.S. License Number: F-0116 APPROVED BY: - 440 S. Church Street, Suite 900 Charlotte, NC 28202-2075 704.338.6700 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000246418 DUKE ENERGY CAROLINAS,LLC DUKE ALLEN STEAM STATION ENERGY; GASTON COUNTY NORTH CAROLINA CROSS SECTION A -A' 0 1/2" 1" FILENAME FIGURE 2B.DWG SHEET CC� SCALE AS NOTED 3-5.3 IC• B A 700 I ■ 1 ■ 1 A' SOUTH �700 ■ 1 DD n VA =) 650 0 L� W W to L Z J 2 0 Q M 600 500 GWA-23S POND CELL 4 _Q-------------------_----------------_--__--------0 450 — 5600 REC Lithology 0 to 100 7a.o (ssa el x x x x x x x x aau( 33.0 (533.4) 5800 6000 6200 6400 CROSS SECTION NOTES: 1. GROUND WATER LEVEL MEASUREMENTS WERE TAKEN ON MAY 2, HYDROSTRATIGRAPHIC LAYER BASED ON A REVIEW OF THE BOREHOLE 2016. DEPTH TO WATER WAS MEASURED WITH AN ELECTRIC PROBE LOG, FIELD PHOTOGRAPHS, AND GEOLOGIC JUDGMENT. PLEASE REFER FROM BELOW TOP OF CASING AND WAS RECORDED WITHIN 0.01 TO THE HYDROSTRATIGRAPHIC. LEGEND FOR MORE DETAILS. FEET. WATER LEVELS PRESENTED ON CROSS SECTIONS ARE FROM SHALLOW WELLS ONLY AND REPRESENT THE WATER TABLE. WATER 4. ADDITIONAL CSA GROUNDWATER MONITORING WELLS WERE INSTALLED TABLE SYMBOLOGY IS PRESENTED BELOW. VIA SONIC DRILLING; AS SUCH, ROD CAN NOT BE DETERMINED DUE —�_— TO THIS DRILLING METHOD AND ARE THEREFORE NOT PRESENTED FOR NEWLY INSTALLED WELLS. 2. RECOVERY (REC) AND. ROCK QUALITY DESIGNATION (ROD) ARE MEASUREMENTS OF THE QUALITY OF ROCK CORE RECOVERED FROM 5. TOP OF CASING IS NOT PRESENTED HEREIN FOR WELL A BOREHOLE. CONSTRUCTION GRAPHICS. PLEASE SEE APPENDIX H OF THE COMPREHENSIVE SITE ASSESSMENT (AUGUST, 2015) AND APPENDIX A 3. STANDARD PENETRATION TESTING (SPT), REC AND ROD WERE THE OF CSA SUPPLEMENT 2 FOR WELL CONSTRUCTION RECORDS AND PRIMARY SOURCES OF DATA USED IN THE GEOLOGIC BORING LOGS, DETERMINATION/ASSIGNMENT OF HYDROSTRATIGRAPHIC LAYERS TO NATURAL MATERIALS (ALLUVIUM, SOIL, SAPROLITE, AND ROCK) IN A 6.. BEDROCK (BR —DESIGNATED) WELLS WERE SCREENED ACROSS BOREHOLE; IN CASES WHERE SET WAS NOT PERFORMED AND INTERPRETED WATER —BEARING FRACTURE ZONES BASED ON WHERE REC AND/OR ROD DATA WERE UNAVAILABLE DUE TO EXAMINATION OF THE ROCK CORE AND ROCK PACKER TESTING DRILLING METHOD, THE NATURAL MATERIALS WERE ASSIGNED TO A WHERE PERFORMED. REC Lithology 0 to 100 lozo (573.a) - X X X X X X X x 1zo.o (ssoa) X X X x X 127.0 (3 3) 6600 6800 SECTION SCALE: HORIZ 1"=200' VERT 1"=40' WELL GRAPHIC LEGEND WELL CASING WELL SCREEN GROUT BACKFILI PROJECT MANAGER - DRAWN BY: L. MCCAUL DESIGNED BY: - HDREngineering, Inc. of the Carolinas CHECKED BY: N.C.B.E.L.S. License Number: F-0116 APPROVED BY: - 440 S. Church Street, Suite 900 Charlotte, NC 28202-2075 704.338.6700 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000246418 7000 7200 7400 LITHOLOGY — RECOVERY (REC) — ROCK QUALITY DESIGNATION (ROD) CHART WITH DEPTHS NOTED Lithology REC ROD 0to100 0to100 X xxx x x 77' x x 650 600 550 500 - 450 7600 IC IC STRATIGRAPHY LEGEND A — ASH ■ F — FILL A — ALLUVIUM M1 — SOIL/SAPROLITE WHERE FIELD BLOWCOUNTS A LITHOLOGY LEGEND (N—VALUE) MEASURED DURING STANDARD PENETRATION TESTING (SET) IS LESS THAN 50 METADIABASE ❑ M2 — BLOWS PER FOOT (I.E. N<50 BPF) SAPROLITE/WEATHERED ROCK WHERE N>50 BPF OR REC <50% META —QUARTZ DIORITE TZ — (TRANSITION ZONE) PARTIALLY WEATHERED ROCK WHERE RECOVERY >50% AND ROD <50% METAGRANODIORITE SR — SOUND ROCK WHERE REC > 85% AND ROD >50% DUKE ENERGY CAROLINAS,LLC ALLEN STEAM STATION GASTON COUNTY NORTH CAROLINA CROSS SECTION A -A' 0 1/2" 1" FILENAME FIGURE 2C.DWG SHEET SCALE AS NOT 3-5.4 1 B NORTH 675 G 1 G 1 u 1 1 SOUTH 675 Lithology 12e U (4837) X X 14 0(451]) X X 14,. (4a8.9) X X REC 0 to 100 650 600 550 500 RQD 0 to 100 450 0 CROSS SECTION NOTES: 1. GROUND WATER LEVEL MEASUREMENTS WERE TAKEN ON MAY 2, 2016. DEPTH TO WATER WAS MEASURED WITH AN ELECTRIC PROBE FROM BELOW TOP OF CASING AND WAS RECORDED WITHIN 0.01 FEET. WATER LEVELS PRESENTED ON CROSS SECTIONS ARE FROM SHALLOW WELLS ONLY AND REPRESENT THE WATER TABLE. WATER TABLE SYMBOLOGY IS PRESENTED BELOW. 2. RECOVERY (REC) AND ROCK QUALITY DESIGNATION (ROD) ARE MEASUREMENTS OF THE QUALITY OF ROCK CORE RECOVERED FROM A BOREHOLE. 3. STANDARD PENETRATION TESTING (SET), REC AND RQD WERE THE PRIMARY SOURCES OF DATA USED IN THE DETERMINATION/ASSIGNMENT OF HYDROSTRATIGRAPHIC LAYERS TO NATURAL MATERIALS (ALLUVIUM, SOIL, SAPROLITE, AND ROCK) IN A BOREHOLE; IN CASES WHERE SET WAS NOT PERFORMED AND WHERE REC AND/OR ROD DATA WERE UNAVAILABLE DUE TO DRILLING METHOD, THE NATURAL MATERIALS WERE ASSIGNED TO A GWA-6S GWA-6BR- GWA-7D GWA-7S 200 400 600 HYDROSTRATIGRAPHIC LAYER BASED ON A REVIEW OF THE BOREHOLE LOG, FIELD PHOTOGRAPHS, AND GEOLOGIC JUDGMENT. PLEASE REFER TO THE HYDROSTRATIGRAPHIC LEGEND FOR MORE DETAILS. 4. ADDITIONAL CSA GROUNDWATER MONITORING WELLS WERE INSTALLED VIA SONIC DRILLING; AS SUCH, ROD CAN NOT BE DETERMINED DUE TO THIS DRILLING. METHOD AND ARE THEREFORE NOT PRESENTED. FOR NEWLY INSTALLED WELLS. 5. TOP OF CASING IS NOT PRESENTED HEREIN FOR WELL CONSTRUCTION GRAPHICS. PLEASE SEE APPENDIX H OF THE COMPREHENSIVE SITE ASSESSMENT (AUGUST, 2015) AND APPENDIX A OF CSA SUPPLEMENT 2 FOR WELL CONSTRUCTION RECORDS AND GEOLOGIC BORING LOGS. 6. BEDROCK (BR —DESIGNATED) WELLS WERE SCREENED ACROSS INTERPRETED WATER —BEARING FRACTURE ZONES BASED ON EXAMINATION OF THE ROCK CORE AND ROCK PACKER TESTING WHERE PERFORMED. REC RQD Lithology 0 to 100 0 to 100 01 - x x = �x x x 119111 lolls x >1 x x Ion loss x x 1000 1200 SECTION P L'. J R.I Z 1— VERT 1" 40' WELL GRAPHIC LEGEND GWA-7D WELL CASING WELL SCREEN GROUT BACKFILL PROJECT MANAGER DRAWN BY: L. MCCAUL DESIGNED BY: - HOREngineering, Inc. ofthe Carolinas CHECKED BY: N.C.B.E.L.S. License Number: F-0116 APPROVED BY: - 440 S. Church Street, Suite 900 Charlotte, NC 28202-2075 704.338.6700 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000246418 AB-33D� _AR—� N 1400 1600 Lithology REC 0 to 100 F — — — — INACTIVE ASH BASIN 600 m LJ L_ W LJ N C RQD 550 0 to 100 Id .....813.3) X X X Z J 120 a 15aa.3) X X = X X X 128.01498.3) Q 500 LITHOLOGY — RECOVERY (REC) — ROCK QUALITY DESIGNATION (ROD) CHART WITH DEPTHS NOTED Lithology REC ROD 0 to 100 0 to 100 µ» x xxx xiocu.» x x \ \ IIIIIIIIIIIII< 450 1800 2000 2200 2400 2600 STRATIGRAPHY LEGEND A — ASH ■ F — FILL A — ALLUVIUM M1 — SOIL/SAPROLITE WHERE FIELD BLOWCOUNTS A LITHOLOGY LEGEND ❑ (N—VALUE) MEASURED DURING STANDARD PENETRATION TESTING (SET) IS LESS THAN 50 BLOWS PER FOOT (LE. N<50 BPF) METADIABASE ❑ M2 — SAPROLITE/WEATHERED ROCK WHERE N>50 BEE OR REC <50% META —QUARTZ DIORITE ® TZ — (TRANSITION ZONE) PARTIALLY WEATHERED ROCK WHERE RECOVERY >50% AND ROD <50% F METAGRANQDIORITE E:] BE — SOUND ROCK WHERE REC > 85% AND ROD >50% DUKE ENERGY CAROLINAS,LLC DUKE ALLEN STEAM STATION ENERGY; GASTON COUNTY NORTH CAROLINA CROSS SECTION B-B' 0 1/2" 1" FILENAME FIGURE 3A.DWG SHEET SCALE AS NOT 3-5.5 I L 0 4 0 0 1 0 NORTH SOUTH 1120 rW86) ­0 (-6) I..0 (4a6.6) CROSS SECTION NOTES: 1. GROUND WATER LEVEL MEASUREMENTS WERE TAKEN ON MAY 2, 2016. DEPTH TO WATER WAS MEASURED WITH AN ELECTRIC PROBE FROM BELOW TOP OF CASING AND WAS RECORDED WITHIN 0.01 FEET. WATER LEVELS PRESENTED ON CROSS SECTIONS ARE FROM SHALLOW WELLS ONLY AND REPRESENT THE WATER TABLE. WATER TABLE SYMBOLOGY IS PRESENTED BELOW. 2. RECOVERY (REC) AND ROCK QUALITY DESIGNATION (ROD) ARE MEASUREMENTS OF THE QUALITY OF ROCK CORE RECOVERED FROM A BOREHOLE. 3. STANDARD PENETRATION TESTING (SPT), REC AND ROD WERE THE PRIMARY SOURCES OF DATA USED IN THE DETERMINATION/ASSIGNMENT OF HYDROSTRATIGRAPHIC LAYERS TO NATURAL MATERIALS (ALLUVIUM, SOIL, SAPROLITE, AND ROCK) IN A BOREHOLE; IN CASES WHERE SPT WAS NOT PERFORMED AND WHERE REC AND/OR ROD DATA WERE UNAVAILABLE DUE TO DRILLING METHOD, THE NATURAL MATERIALS WERE ASSIGNED TO A TJ2600 2800 HYDROSTRATIGRAPHIC LAYER BASED ON A REVIEW OF THE BOREHOLE LOG, FIELD PHOTOGRAPHS, AND GEOLOGIC JUDGMENT. PLEASE REFER TO THE HYDROSTRATIGRAPHIC LEGEND FOR MORE DETAILS. 4. ADDITIONAL CSA GROUNDWATER MONITORING WELLS WERE INSTALLED VIA SONIC DRILLING; AS SUCH, ROD CAN NOT BE DETERMINED DUE TO THIS DRILLING METHOD AND ARE THEREFORE NOT PRESENTED FOR NEWLY INSTALLED WELLS. 5. TOP OF CASING IS NOT PRESENTED HEREIN FOR WELL CONSTRUCTION GRAPHICS. PLEASE SEE APPENDIX H OF THE COMPREHENSIVE SITE ASSESSMENT (AUGUST, 2015) AND APPENDIX A OF CSA SUPPLEMENT 2 FOR WELL CONSTRUCTION RECORDS AND GEOLOGIC BORING LOGS. 6. BEDROCK (BR —DESIGNATED) WELLS WERE SCREENED ACROSS INTERPRETED WATER —BEARING FRACTURE ZONES BASED ON EXAMINATION OF THE ROCK CORE AND ROCK PACKER TESTING WHERE PERFORMED. 3000 3200 3400 DISTANCE (ft) SECTION SCALE: HORIZ 1 "=200' — VERT 1"=40' WELL GRAPHIC LEGEND AB-29D WELL CASING WELL SCREEN GROUT BACKFILL PROJECT MANAGER DRAWN BY: L. MCCAUL DESIGNED BY: - HDREngineering, Inc. of the Carolinas CHECKED BY: N.C.B.E.L.S. License Number: F-0116 APPROVED BY: - 440 S. Church Street, Suite 900 Charlotte, NC 28202-2075 704.338.6700 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000246418 3600 3800 4000 T v LITHOLOGY — RECOVERY (REC) — ROCK QUALITY DESIGNATION (ROD) CHART WITH DEPTHS NOTED Lithology REC ROD 0 to 100 0 to 100 11111111 IL STRATIGRAPHY LEGEND A — ASH GENERAL LEGEND AREA OF 2L ❑ F — FILL EXCEEDAES J (DASHED (DWHERE H INFERRED) ❑ A — ALLUVIUM M1 — SOIL/SAPROLITE WHERE FIELD BLOWCOUNTS A LITHOLOGY LEGEND ❑ (N—VALUE) MEASURED DURING STANDARD PENETRATION TESTING (SPT) IS LESS THAN 50 MEfADIABASE BLOWS PER FOOT (I.E. N<50 BPF) ❑ M2 — SAPROLITE/WEATHERED ROCK WHERE N>50 BPF OR REC <50% META —QUARTZ DIORITE ® TZ — (TRANSITION ZONE) PARTIALLY WEATHERED ROCK WHERE RECOVERY >50% AND ROD <50% METAGRANODIORITE ❑ BR — SOUND ROCK WHERE REC > 85% AND RQD >50% DUKE ENERGY CAROLINAS,LLC L DUKE ALLEN STEAM STATION ENERGY GASTON COUNTY NORTH CAROLINA CROSS SECTION B-B' 0 1/2" 1" FILENAME FIGURE 3B.DWG SHEET SCALE AS NOTED 3-5.6 1 12 13 4 15 16 17 18 NORTH 700 B' SOUTH 700 650 DISCHARGE CANAL 650 --- GWA-lBR GWA-1D ----------- GWA-1S ACTIVE ASH BASIN ----------- -------- 600 600 s REC ROD J Lithology 0 to 100 0 to 100 W 70.0 (555.7) X X 550 — X X =-- — 550 e0 n (545.7) X X X X DO N X X W X X rK mop (525.7) X X X X X X W W X X 120.0(505.7) X X 500 X X 500 L,j X X Z -_ - -- 135.0(490.7) U - Q 450 4000 4200 4400 4600 4800 5000 5200 5400 5600 5800 6000 6200 450 6400 DISTANCE (ft) STRATIGRAPHY LEGEND SECTION SCALE: HORIZ 1 "=200' - ❑ A -ASH CROSS SECTION NOTES: VERT 1 "=40' LITHOLOGY -RECOVERY REC (REC) - ROCK QUALITY 1. GROUND WATER LEVEL MEASUREMENTS WERE TAKEN ON MAY 2, HYDROSTRATIGRAPHIC LAYER BASED ON A REVIEW OF THE BOREHOLE WELL GRAPHIC LEGEND DESIGNATION (RQD) CHART WITH DEPTHS NOTED ■ F -FILL 2016. DEPTH TO WATER WAS MEASURED WITH AN ELECTRIC PROBE LOG, FIELD PHOTOGRAPHS, AND GEOLOGIC JUDGMENT. PLEASE REFER Lithology REC RQD FROM BELOW TOP OF CASING AND WAS RECORDED WITHIN 0.01 TO THE HYDROSTRATIGRAPHIC LEGEND FOR MORE DETAILS. GWA-1BR 0 to 100 0 to 100 FEET. WATER LEVELS PRESENTED ON CROSS SECTIONS ARE FROM ,mp )„,» ❑ A - ALLUVIUM SHALLOW WELLS ONLY AND REPRESENT THE WATER TABLE. WATER 4. ADDITIONAL CSA GROUNDWATER MONITORING WELLS WERE INSTALLED x TABLE SYMBOLOGY IS PRESENTED BELOW. VIA SONIC DRILLING; AS SUCH, RQD CAN NOT BE DETERMINED DUE x M1 - SOIL/SAPROLITE WHERE FIELD BLOWCOUNTS —p— _ TO THIS DRILLING METHOD AND ARE THEREFORE NOT PRESENTED WELL CASING o„»fx x ❑ (N-VALUE) MEASURED DURING STANDARD 2. RECOVERY (REC) AND ROCK QUALITY DESIGNATION (RQD) ARE FOR NEWLY INSTALLED WELLS. x x LITHOLOGY LEGEND PENETRATION TESTING (SPT) IS LESS THAN 50 MEASUREMENTS OF THE QUALITY OF ROCK CORE RECOVERED FROM A BOREHOLE. 5. TOP OF CASING IS NOT PRESENTED HEREIN FOR WELL CONSTRUCTION GRAPHICS. PLEASE SEE APPENDIX H OF THE x x 1P0 ao«» NONE ■ METADIABASE ❑ BLOWS PER FOOT (I.E. N<50 BPF) M2 - SAPROLITE/WEATHERED ROCK WHERE COMPREHENSIVE) AND A HSU CAONS \ / N>50 BPF OR REC <50% 3. STANDARD PENETRATION TESTING (SPT), REC AND RQD WERE THE SUPPLEMENT 2S FOR WEILL CONSTRUCTION RECORDSAPPENDIX WELL SCREEN PRIMARY SOURCES OF DATA USED IN THE DETERMINATION/ASSIGNMENT OF HYDROSTRATIGRAPHIC LAYERS TO GEOLOGIC BORING LOGS. '°°°"°"» \ / \ \ \ META -QUARTZ DIORITE ® TZ - (TRANSITION ZONE) PARTIALLY WEATHERED ROCK WHERE RECOVERY > AR AND RQD <50% NATURAL MATERIALS (ALLUVIUM, SOIL, SAPROLITE, AND ROCK) IN A 6. BEDROCK (BR -DESIGNATED) WELLS WERE SCREENED ACROSS / BOREHOLE; IN CASES WHERE SPT WAS NOT PERFORMED AND WHERE REC AND/OR RQD DATA WERE UNAVAILABLE DUE TO INTERPRETED WATER -BEARING FRACTURE ZONES BASED ON EXAMINATION OF THE ROCK CORE AND ROCK PACKER TESTING / METAGRANODIORITE ❑ BR - SOUND ROCK WHERE REC > 85% AND RQD DRILLING METHOD, THE NATURAL MATERIALS WERE ASSIGNED TO A WHERE PERFORMED. GROUT BACKFILL �» \ \ >50% PPn.IFrT MANAr PR DRAWN BY: L. MCCAUL DESIGNED BY: - e HDR Engineering, Inc. of the Carolinas CHECKED BY: - N.C.B.E.L.S. License Number: F-0116 APPROVED BY: - 440 S. Church Street, Suite 900 Charlotte, NC 28202-2075 704.338.6700 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000246418 DUKE ENERGY CAROLINAS,LLC DUKE ALLEN STEAM STATION (- ENERGY GASTON COUNTY NORTH CAROLINA CROSS SECTION B-B' 0 1/2" 1^ FILENAME FIGURE 3C.DWG SHEET SCALE AS NOTED 3-5.7 D c B A I EST 1 G 1 1 1 G 1 1 EAST 1 U 200 4UU ROSS SECTION NOTES: I. GROUND WATER LEVEL MEASUREMENTS WERE TAKEN ON MAY 2, 2016. DEPTH TO WATER WAS MEASURED WITH AN ELECTRIC PROBE FROM BELOW TOP OF CASING AND WAS RECORDED WITHIN 0.01 FEET. WATER LEVELS PRESENTED ON CROSS SECTIONS ARE FROM SHALLOW WELLS ONLY AND REPRESENT THE WATER TABLE. WATER 4 TABLE SYMBOLOGY IS PRESENTED BELOW. 2. RECOVERY (REC) AND ROCK QUALITY DESIGNATION (RQD) ARE MEASUREMENTS OF THE QUALITY OF ROCK CORE RECOVERED FROM 5 A BOREHOLE 3. STANDARD PENETRATION TESTING (SPT), REC AND ROD WERE THE PRIMARY SOURCES OF DATA USED IN THE DETERMINATION/ASSIGNMENT OF HYDROSTRATIGRAPHIC LAYERS TO NATURAL MATERIALS (ALLUVIUM, SOIL, SAPROLITE, AND ROCK) IN A 6 BOREHOLE; IN CASES WHERE SPT WAS NOT PERFORMED AND WHERE REC AND/OR RQD DATA WERE UNAVAILABLE DUE TO DRILLING METHOD, THE NATURAL MATERIALS WERE ASSIGNED TO A - GWA-180 - -� GWA-18S ASH STORAGE AREA SB-3 STRUCTURAL FILL AB-39D AS-39S AB-38D �7 � AB-385 - ----_ — — — — — — — — — — — — — — — — — — — — — _ _ _ INACTIVE ASH BASIN =---------_ REC Lithology 0 to 100 85.0 (563.6) 100.0 (548 6) REC RQD Lithology REC RQD 0 to 100 0 to 100 Lithology 0 to 100 0 to 100 78.5(555.9 x X 49.0 (582.3) x x x A X 60.0(571.3) 93.0(5414) 75.5 (555.8) 600 800 100C DISTANCE (ft) HYDROSTRATI GRAPHIC LAYER BASED ON A REVIEW OF THE BOREHOLE LOG, FIELD PHOTOGRAPHS, AND GEOLOGIC JUDGMENT. PLEASE REFER TO THE HYDROSTRATIGRAPHIC LEGEND FOR MORE DETAILS. ADDITIONAL CSA GROUNDWATER MONITORING WELLS WERE INSTALLED VIA SONIC DRILLING; AS SUCH, RQD CAN NOT BE DETERMINED DUE TO THIS DRILLING METHOD AND ARE THEREFORE NOT PRESENTED FOR NEWLY INSTALLED WELLS. TOP OF CASING IS NOT PRESENTED HEREIN FOR WELL CONSTRUCTION GRAPHICS. PLEASE SEE APPENDIX H OF THE COMPREHENSIVE SITE ASSESSMENT (AUGUST, 2015) AND APPENDIX A OF CSA SUPPLEMENT 2 FOR WELL CONSTRUCTION RECORDS AND GEOLOGIC BORING LOGS. BEDROCK (BR —DESIGNATED) WELLS WERE SCREENED ACROSS INTERPRETED WATER —BEARING FRACTURE ZONES BASED ON EXAMINATION OF THE ROCK CORE AND ROCK PACKER TESTING WHERE PERFORMED. 120" 1400 SECTION \ WELL GRAPHIC LEGEND SCALE: HORIZ 1"=200' AB-38D VERT 1"=40' WELL CASING WELL SCREEN GROUT BACKFILL PROJECT MANAGER C.HEARN,PE DRAWN BY: L.MCCAUL DESIGNED BY: - HDREngineenng,Inc.oftheCamlinas CHECKED BY: N.C.B.E.L.S. License Number: F-0116 APPROVED BY: - 440 S. Church Street, Suite 900 Charlotte, NC 28202-2075 704.338.6700 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000246418 600 1800 2000 LITHOLOGY — RECOVERY (REC) — ROCK QUALITY DESIGNATION (ROD) CHART WITH DEPTHS NOTED Lithology REC ROD 0 to 100 0 to 100 X x x X X X ,worms x \ \ \f\ ,tee esz.a \ \ 650 600 m r7 w fr 0 0 W 550 L Z H i 500 ■m IC EM STRATIGRAPHY LEGEND A — ASH 450 2200 2400 ■ F — FILL El A — ALLUVIUM M1 — SOIL/SAPROLITE WHERE FIELD BLOWCOUNTS A LITHOLOGY LEGEND ❑ (N—VALUE) MEASURED DURING STANDARD PENETRATION TESTING (SET) IS LESS THAN 50 METADIABASE ❑ M2 — BLOWS PER FOOT (LE. 11<50 BPF) SAPROLITE/WEATHERED ROCK WHERE N>50 BEE OR REC <50% META —QUARTZ DIORITE TZ — (TRANSITION ZONE) PARTIALLY WEATHERED ROCK WHERE RECOVERY >50% AND ROD <50% METAGRANODIORITE El BR — SOUND ROCK WHERE REC > 85% AND RQD >50% DUKE ENERGY CAROLINAS,LLC jam, DUKE ALLEN STEAM STATION - �, ENERGY; GASTON COUNTY NORTH CAROLINA CROSS SECTION C-C' FILENAME FIGURE 4A.DWG SHEET ff�� SCALE AS NOTED 3-5•8 I L 3 4 J O 1 8 WEST C EAST Q f DISTANCE (ft) CROSS SECTION NOTES: 1. GROUND WATER LEVEL MEASUREMENTS WERE TAKEN ON MAY 2, HYDROSTRATIGRAPHIC LAYER BASED ON A REVIEW OF THE BOREHOLE WELL GRAPHIC LEGEND SECTION 2016. DEPTH TO WATER WAS MEASURED WITH AN ELECTRIC PROBE LOG, FIELD PHOTOGRAPHS, AND GEOLOGIC JUDGMENT. PLEASE REFER / \ FROM BELOW TOP OF CASING AND WAS RECORDED WITHIN 0.01 TO THE HYDROSTRATIGRAPHIC. LEGEND FOR MORE DETAILS. SCALE: HORIZ AB-33D FEET. WATER LEVELS PRESENTED ON CROSS SECTIONS ARE FROM SHALLOW WELLS ONLY AND REPRESENT THE WATER TABLE. WATER 4. ADDITIONAL CSA GROUNDWATER MONITORING WELLS WERE INSTALLED VERT 1"=40'� TABLE SYMBOLOGY IS PRESENTED BELOW. VIA SONIC DRILLING; AS SUCH, ROD CAN NOT BE DETERMINED DUE —�_— TO THIS DRILLING METHOD AND ARE THEREFORE NOT PRESENTED WELL C-:SING FOR NEWLY INSTALLED WELLS. 2. RECOVERY (REC) AND. ROCK QUALITY DESIGNATION (ROD) ARE MEASUREMENTS OF THE QUALITY OF ROCK CORE RECOVERED FROM 5. TOP OF CASING IS NOT PRESENTED HEREIN FOR WELL A BOREHOLE. CONSTRUCTION GRAPHICS. PLEASE SEE APPENDIX H OF THE ASSESSMENTAND A A COMPREHENSIVECSA )RECORDSP 3. STANDARD PENETRATION TESTING (OPT), REG AND ROD WERE THE OF SUPPLE EINT 2 FOR WELL CONSTRUCTION ON ANDIX WELL SCREEN PRIMARY SOURCES OF DATA USED IN THE GEOLOGIC BORING LOGS, DETERMINATION/ASSIGNMENT OF HYDROSTRATIGRAPHIC LAYERS TO NATURAL MATERIALS (ALLUVIUM, SOIL, SAPROLITE, AND ROCK) IN A 6.. BEDROCK (BR —DESIGNATED) WELLS WERE SCREENED ACROSS BOREHOLE; IN CASES WHERE SET WAS NOT PERFORMED AND INTERPRETED WATER —BEARING FRACTURE ZONES BASED ON WHERE REC AND/OR ROD DATA WERE UNAVAILABLE DUE TO EXAMINATION OF THE ROCK CORE AND ROCK PACKER TESTING DRILLING METHOD, THE NATURAL MATERIALS WERE ASSIGNED TO A WHERE PERFORMED. GROUT BACKFILL PROJECT MANAGER DRAWN BY: L. MCCAUL DESIGNED BY: - HDREngineering, Inc. of the Carolinas CHECKED BY: N.C.B.E.L.S. License Number: F-0116 APPROVED BY: - 440 S. Church Street, Suite 900 Charlotte, NC 28202-2075 704.338.6700 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000246418 LITHOLOGY — RECOVERY (REC) — ROCK QUALITY DESIGNATION (ROD) CHART WITH DEPTHS NOTED Lithology REC ROD 0to100 0to100 650 600 550 500 450 400 00 GENERAL LEGEND pAREA OF 21 EXCEEDANCES (DASHED WHERE INFERRED) IC CATAWBA RIVER EL 565.5' LITHOLOGY LEGEND MMETADIABASE 19 META —QUARTZ DIORITE METAGRANODIORITE DUKE ENERGY CAROLINAS,LLC ALLEN STEAM STATION i GASTON COUNTY NORTH CAROLINA IC le STRATIGRAPHY LEGEND A — ASH ■ F — FILL F7A — ALLUVIUM M1 — SOIL/SAPROLITE WHERE FIELD BLOWCOUNTS A (N—VALUE) MEASURED DURING STANDARD PENETRATION TESTING (SET) IS LESS THAN 50 M2 — BLOWS PER FOOT (I.E. N<50 BPF) SAPROLITE/WEATHERED ROCK WHERE N>50 BPF OR REC <50% ® TZ — (TRANSITION ZONE) PARTIALLY WEATHERED ROCK WHERE RECOVERY >50% AND ROD <50% ❑ BR — SOUND ROCK WHERE REC > 85% AND ROD >50% CROSS SECTION C-C' 0 1/2" 1" FILENAME FIGURE 4B.DWG SHEET SCALE AS NOTED 3-5.9 1 2 13 14 15 6 17 18 D WEST EAST 700 WA- 19D 700 r-GWA- 19S - - REC RQD -- Lithology GWA-16S 0 to 100 0 to 100 GWA-1 6 D�� 9z.o (saz.o) 650 100.o (5N 0) X X X 10].0151].0) 650 AB-37D AB-36S AB-37S AB-36D ----- -___ 600 _ - 600 M REC Lithology 0 to 100 130.0 (550.3) X \ i Q X X X X 135.0 (5362) I w REC RQD UW ' 550 REC Lithology 0 to 100 0 to 100 -' Lithology 0 to 100 fi) \ z 8S0 (551 59.0 (5859) J 100.o (55ae) x X X x X X -- X X X X X r X X X X X X Q X X ]4.01550.9) X X X 115.0 (542.8) 500 500 0 200 400 600 800 1000 1200 '.400 1600 1800 2000 220C 1400 2600 280C 3000 DISTANCE (ft) SECTION % STRATIGRAPHY LEGEND SCALE: HORIZ 1 "=200' VERT 1"=40' A - ASH CROSS SECTION NOTES: LITHOLOGY - RECOVERY (REC) - ROCK QUALITY 1. GROUND WATER LEVEL MEASUREMENTS WERE TAKEN ON MAY 2, HYDROSTRATIGRAPHIC LAYER BASED ON A REVIEW OF THE BOREHOLE WELL GRAPHIC LEGEND DESIGNATION (RQD) CHART WITH DEPTHS NOTED F - ■ FILL 2016. DEPTH TO WATER WAS MEASURED WITH AN ELECTRIC PROBE LOG, FIELD PHOTOGRAPHS, AND GEOLOGIC JUDGMENT. PLEASE REFER Lithology REC RQD FROM BELOW TOP OF CASING AND WAS RECORDED WITHIN 0.01 TO THE HYDROSTRATIGRAPHIC. LEGEND FOR MORE DETAILS. GWA-16D 0 to 100 0 to 100 FEET. WATER LEVELS PRESENTED ON CROSS SECTIONS ARE FROM%.o„„� ❑ A - ALLUVIUM SHALLOW WELLS ONLY AND REPRESENT THE WATER TABLE. WATER 4. ADDITIONAL CSA GROUNDWATER MONITORING WELLS WERE INSTALLED IX TABLE SYMBOLOGY IS PRESENTED BELOW. VIA SONIC DRILLING; AS SUCH, RQD CAN NOT BE DETERMINED DUE x M1 - SOIL/SAPROLITE WHERE FIELD BLOWCOUNTS -V_- TO THIS DRILLING METHOD AND ARE THEREFORE NOT PRESENTED WELL CASING x x ❑ (N-VALUE) MEASURED DURING STANDARD 2. RECOVERY (REC) AND. ROCK QUALITY DESIGNATION (ROD) ARE FOR NEWLY INSTALLED WELLS. X x LITHOLOGY LEGEND PENETRATION TESTING (SPT) IS LESS THAN 50 MEASUREMENTS OF THE QUALITY OF ROCK CORE RECOVERED FROM A BOREHOLE. 5. TOP OF CASING IS NOT PRESENTED HEREIN FOR WELL CONSTRUCTION GRAPHICS. PLEASE SEE APPENDIX H OF THE x x w° Sw _ - - METADIABASE ❑ M2 - BLOWS PER FOOT (I.E. N<50 BPF) SAPROLITE/WEATHERED ROCK WHERE ASSESSMENTAND A A )RECORDSP \ \ N>50 BPF OR REC <50% 3. STANDARD PENETRATION TESTING (SPT), REC AND RQD WERE THE OFMENSIVE CSA EINT 2 FOR WELL CONSTRUCTION ON ANDIX WELL SCREEN / PRIMARY SOURCES OF DATA USED IN THE DETERMINATION/ASSIGNMENT OF HYDROSTRATIGRAPHIC LAYERS TO GEOLOGIC BORING LOGS. 7 META -QUARTZ DIORITE TZ - (TRANSITION ZONE) PARTIALLY WEATHERED ROCK NATURAL MATERIALS (ALLUVIUM, SOIL, SAPROLITE, AND ROCK) IN A A WHERE RECOVERY >50% AND RQD <50% BOREHOLE; IN CASES WHERE SPT WAS NOT PERFORMED AND WHERE REC AND/OR RQD DATA WERE UNAVAILABLE DUE TO / ED) TED WELLS RE SCREENED 6.BEDROCK (BR -DESIGNAT)ELLWEEACROSSV INTERPRETED WATER -BEARING FRACTURE ZONES BASED ON EXAMINATION OF THE ROCK CORE AND ROCK PACKER TESTING \ \ � METAGRANODIORITE BR -SOUND ROCK WHERE REC > 85% AND ftQD DRILLING METHOD, THE NATURAL MATERIALS WERE ASSIGNED TO A WHERE PERFORMED. GROUT BACKFILL 9z0 , \ \ >50% PPn.lPr.T MANAr:PP DRAWN BY: L. MCCAUL DESIGNED BY: - HDREngineering, Inc. ofthe Carolinas CHECKED BY: N.C.B.E.L.S. License Number: F-0116 APPROVED BY: - 440 S. Church Street, Suite 900 Charlotte, NC 28202-2075 704.338.6700 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000246418 DUKE ENERGY CAROLINAS,LLC ALLEN STEAM STATION I GASTON COUNTY NORTH CAROLINA CROSS SECTION D-D' 0 1/2" 1" FILENAME FIGURE 5A.DWG SHEET SCALE AS NOTED 3-5.10 IC L B A 1 12 13 4 15 6 17 18 WEST EAST 700 700 AB-35BR AB-350 AB-35S SB-6 STRUCTURAL FILL 650 650 ASH STORAGE AREA _ RAB ASH LANDFILL = AB-31D SB-1 AB-31S ----------------- RIVER V EL 565.5' 600 — 600 GWA-4D AI GNA-4S Ld AREA OF 2L — _ D EXCEEDANCES \7,7 z CD OF BORON o L, a _ w W J W w !n 55o LJ REC ROD 0 Lithology 0 to 100 0 to 100 a 1300 1497 41 X X X X ,4o_a 14E>a) X X 145.fi 148241 REC ROD s _ Lithology Soo 0 to 100 0 to 100 \ sao 1455(5, 2) REC ROD x x Lithology x x 0 to 100 0 to 100 X X fiS (504 O) 80.0 (5005) ,x X X X X X X X X X X X 99.3 (d81 2) 450 450 3000 3200 3400 3600 3800 4000 420^ 4400 4600 4800 5000 5200 5400 5600 5800 6000 DISTANCE (ft) SECTION STRATIGRAPHY LEGEND SCALE: HORIZ 1 "=200' VERT 1-40' A — ASH GENERAL LEGEND CROSS SECTION NOTES: LITHOLOGY — RECOVERY (REC) — ROCK QUALITY 1. GROUND WATER LEVEL MEASUREMENTS WERE TAKEN ON MAY 2, HYDROSTRATIGRAPHIC LAYER BASED ON A REVIEW OF THE BOREHOLE WELL GRAPHIC LEGEND DESIGNATION (ROD) CHART WITH DEPTHS NOTED r/77 AREA OF 2L F — FILL EXCEEDANCES ■ 2016. DEPTH TO WATER WAS MEASURED WITH AN ELECTRIC PROBE LOG, FIELD PHOTOGRAPHS, AND GEOLOGIC JUDGMENT. PLEASE REFER REC RQD Lithology (DASHED WHERE FROM BELOW TOP OF CASING AND WAS RECORDED WITHIN 0.01 TO THE HYDROSTRATIGRAPHIC. LEGEND FOR MORE DETAILS. AB-35D 0 to 100 0 to 100 INFERRED A —ALLUVIUM FEET. WATER LEVELS PRESENTED ON CROSS SECTIONS ARE FROM ) El SHALLOW WELLS ONLY AND REPRESENT THE WATER TABLE. WATER 4. ADDITIONAL CSA GROUNDWATER MONITORING WELLS WERE INSTALLED X TABLE SYMBOLOGY IS PRESENTED BELOW. VIA SONIC DRILLING; AS SUCH, RQD CAN NOT BE DETERMINED DUE x SOIL/SAPROLITE WHERE FIELD BLOWCOUNTS M1 — —�_— TO THIS DRILLING METHOD AND ARE THEREFORE NOT PRESENTED WELL CASING x x MEASURED DURING STANDARD El FOR NEWLY INSTALLED WELLS. LITHOLOGY LEGEND °- RECOVERY (REC) AND ROCK QUALITY DESIGNATION (RQD) ARE x x PENETRATION TESTING (SPT) IS LESS THAN 50 MEASUREMENTS OF THE QUALITY OF ROCK CORE RECOVERED FROM x x BLOWS PER FOOT (I.E. N<50 BPF) A BOREHOLE. 5. TOP OF CASING IS NOT PRESENTED HEREIN FOR WELL w° Sw _ CONSTRUCTION GRAPHICS. PLEASE SEE APPENDIX IT OF THE - - METADIABASE ❑ M2 — SAPROLITE/WEATHERED ROCK WHERE \ / \ N>50 BPF OR REC <50% AND A A HSUPPLE )RECORDSP ANDIX 3 STANDARD PENETRATION TESTING (SPT), REC AND RQD WERE THE OFMENSIVE CSA EINT 2SSESSMENT FOR WELL CONSTRUCTION ON WELL SCREEN PRIMARY SOURCES OF DATA USED IN THE GEOLOGIC BORING LOGS. DETERMINATION/ASSIGNMENT OF HYDROSTRATIGRAPHIC LAYERS TO Y META —QUARTZ DIORITE ® TZ — (TRANSITION ZONE) PARTIALLY WEATHERED ROCK \ \ WHERE RECOVERY >50% AND RQD <50% NATURAL MATERIALS (ALLUVIUM, SOIL, SAPROLITE, AND ROCK) IN A ( ) 6. BEDROCK BR —DESIGNATED WELLS WERE SCREENED ACROSS BOREHOLE; IN CASES WHERE SPT WAS NOT PERFORMED AND INTERPRETED WATER —BEARING FRACTURE ZONES BASED ON WHERE REC AND/OR ROD DATA WERE UNAVAILABLE DUE TO EXAMINATION OF THE ROCK CORE AND ROCK PACKER TESTING Y METAGRANODIORITE BR — SOUND ROCK WHERE REC > 85% AND RQD DRILLING METHOD, THE NATURAL MATERIALS WERE ASSIGNED TO A WHERE PERFORMED. GROUT BACKFILL \ \ >50% PPn.IFr.T MANAf;FP DRAWN BY: L. MCCAUL DESIGNED BY: HER Engineering, Engineering, Inc. ofthe Carolinas CHECKED BY: N.C.B.E.L.S. License Number: F-0116 APPROVED BY: - 440 S. Church Street, Suite 900 Charlotte. INC 28202-2075 704.338.6700 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000246418 DUKE ENERGY CAROLINAS,LLC ALLEN STEAM STATION Ili i e.i GASTON COUNTY NORTH CAROLINA CROSS SECTION D-D' 0 1/2" 1" FILENAME FIGURE 5B.DWG SHEET SCALE AS NOTED 3-5.11 IC IC B A 1 12 13 14 15 16 17 18 GWA-21 BR E WA-21D WEST GWA-21S EAST - _ AB-24D - -- - AB-13D AB-24SL AB-13S AB-24S 650 v--------------- 650 PRIMARY POND 1 PRIMARY POND 2 — — — — — - - — — — — — — ----------------------- Q--_—_---------- — — — — — — — — — — — — — _---------_--------------_—� 600 600 m to W U_' LI- LIJ LIJ N 550 550 LIJ - Z J z 2 o V REC RQD Lithology w 0 to 100 0 to 100 x x x REC x x Lithology x x x 500 0 to 100 120,0(WSs0) 500 (485.1 X X X 12].0 (513.1) X 200.0(472.,) X X X X X X 220.0(4 1) x V X 450 X X 450 23]oi43s.1 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 DISTANCE (ft) SECTION %E1 STRATICRAPHY LEGEND - SCALE: RIZ 1 40 VE VERT 1"=40' A -ASH ❑ CROSS SECTION NOTES: LITHOLOGY -RECOVERY (REC) - ROCK QUALITY 1. GROUND WATER LEVEL MEASUREMENTS WERE TAKEN ON MAY 2, HYDROSTRATIGRAPHIC LAYER BASED ON A REVIEW OF THE BOREHOLE WELL GRAPHIC LEGEND DESIGNATION (RQD) CHART WITH DEPTHS NOTED F - FILL ❑ 2016. DEPTH TO WATER WAS MEASURED WITH AN ELECTRIC PROBE LOG, FIELD PHOTOGRAPHS, AND GEOLOGIC JUDGMENT. PLEASE REFER REC RQD Lithology FROM BELOW TOP OF CASING AND WAS RECORDED WITHIN 0.01 TO THE HYDROSTRATIGRAPHIC LEGEND FOR MORE DETAILS. AB-24D 0 to 100 0 to 100 FEET. WATER LEVELS PRESENTED ON CROSS SECTIONS ARE FROM ,m.°(„,» ❑ A - ALLUVIUM SHALLOW WELLS ONLY AND REPRESENT THE WATER TABLE. WATER 4. ADDITIONAL CSA GROUNDWATER MONITORING WELLS WERE INSTALLED x TABLE SYMBOLOGY IS PRESENTED BELOW. VIA SONIC DRILLING; AS SUCH, RQD CAN NOT BE DETERMINED DUE x77 M1 - SOIL/SAPROLITE WHERE FIELD BLOWCOUNTS —�— TO THIS DRILLING METHOD AND ARE THEREFORE NOT PRESENTED WELL CASING cr2*» x x (N-VALUE) MEASURED DURING STANDARD 2. RECOVERY (REC) AND ROCK QUALITY DESIGNATION (RQD) ARE FOR NEWLY INSTALLED WELLS. x x LITHOLOGY LEGEND PENETRATION TESTING (SPT) IS LESS THAN 50 MEASUREMENTS OF THE QUALITY OF ROCK CORE RECOVERED FROM A BOREHOLE. 5. TOP OF CASING IS NOT PRESENTED HEREIN FOR WELL CONSTRUCTION GRAPHICS. PLEASE SEE APPENDIX H OF THE x. x 1p0 ($p1» MEfADIABASE BLOWS PER FOOT (I.E. N<50 BPF) M2 - SAPROLITE/WEATHERED ROCK WHERE ENSIVE IMENT SFOR )RECORDSAND PANDIX A f' N>50 BPF OR REC <50% 3. STANDARD PENETRATION TESTING (SPT), REC AND RQD WERE THE 2TE OFFMCSAHSUPPLEMENT WELL CONSTRUCTIONA WELL SCREEN PRIMARY SOURCES OF DATA USED IN THE DETERMINATION/ASSIGNMENT OF HYDROSTRATIGRAPHIC LAYERS TO GEOLOGIC BORING LOGS. / META -QUARTZ DIORITE ® TZ - (TRANSITION ZONE) PARTIALLY WEATHERED ROCK NATURAL MATERIALS (ALLUVIUM, SOIL, SAPROLITE, AND ROCK) IN A \ \ WHERE RECOVERY >50% AND RQD <50% BOREHOLE; IN CASES WHERE SPT WAS NOT PERFORMED AND WHERE REC AND/OR RQD DATA WERE UNAVAILABLE DUE TO / 6. BEDROCK (BR -DESIGNATED) WELLS WERE SCREENED ACROSS INTERPRETED WATER -BEARING FRACTURE ZONES BASED ON EXAMINATION OF THE ROCK CORE AND ROCK PACKER TESTING / \ METAGRANODIORITE ❑ BR - SOUND ROCK WHERE REC > 85% AND RQD DRILLING METHOD, THE NATURAL MATERIALS WERE ASSIGNED TO A WHERE PERFORMED. GROUT BACKFILL \ >50% PPn.lPr.T N1ANAf:FR DRAWN BY: L. MCCAUL DESIGNED BY: - HDREngineering, Inc. of the Carolinas CHECKED BY: N.C.B.E.L.S. License Number: F-0116 APPROVED BY: - 440 S. Church Street, Suite 900 Charlotte, NC 28202-2075 704.338.6700 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000246418 DUKE ENERGY CAROLINAS,LLC L DUKE ALLEN STEAM STATION ENERGY GASTON COUNTY NORTH CAROLINA CROSS SECTION E-E' 0 1/2" 1" FILENAME FIGURE 6A.DWG SHEET SCALE AS NOTED 3-5.12 C • B A REC Lithology 0 to 100 106.7 (53I.]) x X X ML (.4.4) X X X X X X x x 140.6 (waa) X x 157,7 (486.7) i I ROD 0 to 100 650 600 Q LO w af U L� w w (n 550 LEI Z J z 2 o U � F > Q 500 450 400 J 4 J O AB-256R F B-25BRU B-25SL AB-26D AB-25S AB-26PRIMARY POND 2 PRIMARY POND 3 9 2600 2800 3000 CROSS SECTION NOTES: 1. GROUND WATER LEVEL MEASUREMENTS WERE TAKEN ON MAY 2, HYDROSTRATIGRAPHIC LAYER BASED ON A REVIEW OF THE BOREHOLE 2016. DEPTH TO WATER WAS MEASURED WITH AN ELECTRIC PROBE LOG, FIELD PHOTOGRAPHS, AND GEOLOGIC JUDGMENT. PLEASE REFER FROM BELOW TOP OF CASING AND WAS RECORDED WITHIN 0.01 TO THE HYDROSTRATIGRAPHIC. LEGEND FOR MORE DETAILS. FEET. WATER LEVELS PRESENTED ON CROSS SECTIONS ARE FROM SHALLOW WELLS ONLY AND REPRESENT THE WATER TABLE. WATER 4. ADDITIONAL CSA GROUNDWATER MONITORING WELLS WERE INSTALLED TABLE SYMBOLOGY IS PRESENTED BELOW. VIA SONIC DRILLING; AS SUCH, RQD CAN NOT BE DETERMINED DUE —�_— TO THIS DRILLING METHOD AND ARE THEREFORE NOT PRESENTED FOR NEWLY INSTALLED WELLS. 2. RECOVERY (REC) AND. ROCK QUALITY DESIGNATION (RQD) ARE MEASUREMENTS OF THE QUALITY OF ROCK CORE RECOVERED FROM 5. TOP OF CASING IS NOT PRESENTED HEREIN FOR WELL A BOREHOLE. CONSTRUCTION GRAPHICS. PLEASE SEE APPENDIX H OF THE COMPREHENSIVE SITE ASSESSMENT (AUGUST, 2015) AND APPENDIX A 3. STANDARD PENETRATION TESTING (SET), REC AND RQD WERE THE OF CSA SUPPLEMENT 2 FOR WELL CONSTRUCTION RECORDS AND PRIMARY SOURCES OF DATA USED IN THE GEOLOGIC BORING LOGS, DETERMINATION/ASSIGNMENT OF HYDROSTRATIGRAPHIC LAYERS TO NATURAL MATERIALS (ALLUVIUM, SOIL, SAPROLITE, AND ROCK) IN A 6.. BEDROCK (BR —DESIGNATED) WELLS WERE SCREENED ACROSS BOREHOLE; IN CASES WHERE SET WAS NOT PERFORMED AND INTERPRETED WATER —BEARING FRACTURE ZONES BASED ON WHERE REC AND/OR RQD DATA WERE UNAVAILABLE DUE TO EXAMINATION OF THE ROCK CORE AND ROCK PACKER TESTING DRILLING METHOD, THE NATURAL MATERIALS WERE ASSIGNED TO A WHERE PERFORMED. HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 440 S. Church Street, Suite 900 Charlotte, NC 28202-2075 704.338.6700 Lithology REC RQD 0 to 100 0 to 100 I 15a.6 Islas) u6.0 (was) 166.0 peas) 1800(6 5) PROJECT MANAGER X X X X X X X X X X X X X X X X X 3200 3400 3600 DISTANCE (ft) SECTION WELL GRAPHIC LEGEND SCALE: HORIZ 1-200' AB-25BR VERT 1"=40' WELL CASING WELL SCREEN GROUT BACKFILL DRAWN BY: L. MCCAUL DESIGNED BY: - CHECKED BY: APPROVED BY: - ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000246418 3800 4000 4200 LITHOLOGY — RECOVERY (REC) — ROCK QUALITY DESIGNATION (RQD) CHART WITH DEPTHS NOTED Lithology REC RQD 0to100 0to100 X xxx soo l�.n x x x x 6550 600 CATAWBA RIVER EL 565.5__ 550 500 REC Lithology 0 to 100 14e.o (aa1.7) X X X 166 0.0 (420]) XX X X 45X 186.0 (400.7) X X X X X 194.8 (386.1) 1 RQD 0 to 100 ID IC STRATIGRAPHY LEGEND A — ASH ■ F — FILL A — ALLUVIUM M1 — SOIL/SAPROLITE WHERE FIELD BLOWCOUNTS A LITHOLOGY LEGEND (N—VALUE) MEASURED DURING STANDARD PENETRATION TESTING (SET) IS LESS THAN 50 METADIABASE ❑ M2 — BLOWS PER FOOT (LE. N<50 BPF) SAPROLITE/WEATHERED ROCK WHERE N>50 BPF OR REC <50% META —QUARTZ DIORITE TZ — (TRANSITION ZONE) PARTIALLY WEATHERED ROCK WHERE RECOVERY >50% AND RQD <50% METAGRANODIORITE BR — SOUND ROCK WHERE REC > 85% AND RQD DUKE ENERGY CAROLINAS,LLC ALLEN STEAM STATION I GASTON COUNTY NORTH CAROLINA CROSS SECTION E-E' 0 1/2" 1" FILENAME FIGURE 613.DWG SHEET SCALE AS NOT 3-5.13 1 2 13 4 15 6 17 8 700 GWA-24D WA-24BR GWA-24S EST - EAS 21BR WA-9D AB-20D WA-9S -21D 650 AB-20S 1 SL B-21S 650 ACTIVE ASH BASIN �--------------------------- --- JAB-2 - - - - - - - - 600 600 m (O •• W z d' o J W w REC w Lithology REC RQD NG 550 0 to 100 Lithology 0 to 100 0 to 100 x x °a(52fi.6) REC RQD W x x \ \ Lithology x x 0 to 100 0 to 100 = x x F 140.0 (535.6) x x ( 120.0 (524.71 p f55OS5555 14Q OIS.6i X X x x x x x x x x ,fi00(51667 x x REC RQD - 140.0(504.7i 500 Lithology 0 to 100 0 to 100 \ \ 500 ifi9.5 (506.1) ]8.0 (Sfifi.4) 60.0 (Sfi4.4) / x x 160.0 (484.]) x x x \ \ 1 .0 (544.4) / \ \ \ 180.0(4647) \ \ \ \ \ 120.0 (524.4) 192.0 (452.7) 450 450 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 DISTANCE (ft) STRATIGRAPHY LEGEND SECTION SCALE: HORIZ 1 -200' A - ASH VERT 1-40' CROSS SECTION NOTES: LITHOLOGY - RECOVERY (REC) - ROCK QUALITY 1. GROUND WATER LEVEL MEASUREMENTS WERE TAKEN ON MAY 2, HYDROSTRATIGRAPHIC LAYER BASED ON A REVIEW OF THE BOREHOLE WELL GRAPHIC LEGEND DESIGNATION (RQD) CHART WITH DEPTHS NOTED F - ■ FILL 2016. DEPTH TO WATER WAS MEASURED WITH AN ELECTRIC PROBE LOG, FIELD PHOTOGRAPHS, AND GEOLOGIC JUDGMENT. PLEASE REFER Lithology REC RQD FROM BELOW TOP OF CASING AND WAS RECORDED WITHIN 0.01 TO THE HYDROSTRATIGRAPHIC. LEGEND FOR MORE DETAILS. GWA-24BR 0 to 100 0 to 100 FEET. WATER LEVELS PRESENTED ON CROSS SECTIONS ARE FROM%.4„„) ❑ A - ALLUVIUM SHALLOW WELLS ONLY AND REPRESENT THE WATER TABLE. WATER 4. ADDITIONAL CSA GROUNDWATER MONITORING WELLS WERE INSTALLED Ix TABLE SYMBOLOGY IS PRESENTED BELOW. VIA SONIC DRILLING; AS SUCH, RQD CAN NOT BE DETERMINED DUE x M1 - SOIL/SAPROLITE WHERE FIELD BLOWCOUNTS -V_- TO THIS DRILLING METHOD AND ARE THEREFORE NOT PRESENTED WELL CASING x x ❑ (N-VALUE) MEASURED DURING STANDARD 2. RECOVERY (REC) AND. ROCK QUALITY DESIGNATION (ROD) ARE FOR NEWLY INSTALLED WELLS. X x LITHOLOGY LEGEND PENETRATION TESTING (SET) IS LESS THAN 50 MEASUREMENTS OF THE QUALITY OF ROCK CORE RECOVERED FROM A BOREHOLE. 5. TOP OF CASING IS NOT PRESENTED HEREIN FOR WELL CONSTRUCTION GRAPHICS. PLEASE SEE APPENDIX IT THE x x w° Sw - - - METADIABASE ❑ M2 - BLOWS PER FOOT (I.E. N<50 BPF) SAPROLITE/WEATHERED ROCK WHERE COMPREHENSIVEASSESSMENT A )RECORDSAND P N>50 BEE OR REC <50% 3. STANDARD PENETRATION TESTING (SPT), REC AND ROD WERE THE OFMCSA SUPPLEMENT 2 FOR WELL CTE ONSTRUCTION ON AND WELL SCREEN WELL PRIMARY SOURCES OF DATA USED IN THE DETERMINATION/ASSIGNMENT OF HYDROSTRATIGRAPHIC LAYERS TO GEOLOGIC BORING LOGS. Y META -QUARTZ DIORITE TZ - (TRANSITION ZONE) PARTIALLY WEATHERED ROCK NATURAL MATERIALS (ALLUVIUM, SOIL, SAPROLITE, AND ROCK) IN A A WHERE RECOVERY >50% AND RQD <50% 6.. BOREHOLE; IN CASES WHERE SPT WAS NOT PERFORMED AND WHERE REC AND/OR ROD DATA WERE UNAVAILABLE DUE TO / BEDROCK (BR -DESIGNATED) WEEACROSSV TED WELLS RE SCREENED INTERPRETED WATER -BEARING FRACTURE ZONES BASED ON EXAMINATION OF THE ROCK CORE AND ROCK PACKER TESTING \ \ � METAGRANODIORITE 1:1BR -SOUND ROCK WHERE REC > 85% AND ftQD DRILLING METHOD, THE NATURAL MATERIALS WERE ASSIGNED TO A WHERE PERFORMED. GROUT BACKFILL V A -,'0% PPn.lPr.T MANAr:PP DRAWN BY: L. MCCAUL DESIGNED BY: - HDREngineering, Inc. ofthe Carolinas CHECKED BY: N.C.B.E.L.S. License Number: F-0116 APPROVED BY: - 440 S. Church Street, Suite 900 Charlotte, NC 28202-2075 704.338.6700 ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000246418 DUKE ENERGY CAROLINAS,LLC ALLEN STEAM STATION I GASTON COUNTY NORTH CAROLINA CROSS SECTION F-F 0 1/2" 1. FILENAME FIGURE 7A.DWG SHEET SCALE AS NOTED 3-5.14 IC C B A L 1 J 1 4 1 a 1 o 1 o F' WEST EAST 650 600 a co LJ o a � w �- w LJ LJ to 550 LJ Z J U Q 500 450 2600 2800 3000 3200 3400 3600 DISTANCE (ft) CROSS SECTION NOTES: 1. GROUND WATER LEVEL MEASUREMENTS WERE TAKEN ON MAY 2, HYDROSTRATIGRAPHIC LAYER BASED ON A REVIEW OF THE BOREHOLE 2016. DEPTH TO WATER WAS MEASURED WITH AN ELECTRIC PROBE LOG, FIELD PHOTOGRAPHS, AND GEOLOGIC JUDGMENT. PLEASE REFER FROM BELOW TOP OF CASING AND WAS RECORDED WITHIN 0.01 TO THE HYDROSTRATIGRAPHIC. LEGEND FOR MORE DETAILS. FEET. WATER LEVELS PRESENTED ON CROSS SECTIONS ARE FROM SHALLOW WELLS ONLY AND REPRESENT THE WATER TABLE. WATER 4. ADDITIONAL CSA GROUNDWATER MONITORING WELLS WERE INSTALLED TABLE SYMBOLOGY IS PRESENTED BELOW. VIA SONIC DRILLING; AS SUCH, ROD CAN NOT BE DETERMINED DUE —�_— TO THIS DRILLING METHOD AND ARE THEREFORE NOT PRESENTED FOR NEWLY INSTALLED WELLS. 2. RECOVERY (REC) AND. ROCK QUALITY DESIGNATION (ROD) ARE MEASUREMENTS OF THE QUALITY OF ROCK CORE RECOVERED FROM 5. TOP OF CASING IS NOT PRESENTED HEREIN FOR WELL A BOREHOLE. CONSTRUCTION GRAPHICS. PLEASE SEE APPENDIX H OF THE COMPREHENSIVE SITE ASSESSMENT (AUGUST, 2015) AND APPENDIX A 3. STANDARD PENETRATION TESTING (SPT), REC AND ROD WERE THE OF CSA SUPPLEMENT 2 FOR WELL CONSTRUCTION RECORDS AND PRIMARY SOURCES OF DATA USED IN THE GEOLOGIC BORING LOGS, DETERMINATION/ASSIGNMENT OF HYDROSTRATIGRAPHIC LAYERS TO NATURAL MATERIALS (ALLUVIUM, SOIL, SAPROLITE, AND ROCK) IN A 6.. BEDROCK (BR —DESIGNATED) WELLS WERE SCREENED ACROSS BOREHOLE; IN CASES WHERE SET WAS NOT PERFORMED AND INTERPRETED WATER —BEARING FRACTURE ZONES BASED ON WHERE REC AND/OR ROD DATA WERE UNAVAILABLE DUE TO EXAMINATION OF THE ROCK CORE AND ROCK PACKER TESTING DRILLING METHOD, THE NATURAL MATERIALS WERE ASSIGNED TO A WHERE PERFORMED. HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 440 S. Church Street, Suite 900 Charlotte, NC 28202-2075 704.338.6700 PROJECT MANAGER 3800 4000 4200 SECTION SCALE: HORIZ 1"=200' VERT 1"=40' WELL GRAPHIC LEGEND AB-22D WELL CASING WELL SCREEN GROUT BACKFILL DRAWN BY: L. MCCAUL DESIGNED BY: - CHECKED BY: APPROVED BY: - ISSUE DATE DESCRIPTION PROJECT NUMBER 000000000246418 4400 4600 LITHOLOGY — RECOVERY (REC) — ROCK QUALITY DESIGNATION (ROD) CHART WITH DEPTHS NOTED Lithology REC ROD 0to100 0to100 X xxx soo �.n x x x x 4800 LITHOLOGY LEGEND METADIABASE META —QUARTZ DIORITE METAGRANODIORITE DUKE ENERGY CAROLINAS,LLC ALLEN STEAM STATION i GASTON COUNTY NORTH CAROLINA ■C mire I♦I[ STRATIGRAPHY LEGEND A — ASH ■ F — FILL F7A — ALLUVIUM M1 — SOIL/SAPROLITE WHERE FIELD BLOWCOUNTS A (N—VALUE) MEASURED DURING STANDARD PENETRATION TESTING (SET) IS LESS THAN 50 Ll M2 — BLOWS PER FOOT (I.E. N<50 BPF) SAPROLITE/WEATHERED ROCK WHERE N>50 BEE OR REC <50% ® TZ — (TRANSITION ZONE) PARTIALLY WEATHERED ROCK WHERE RECOVERY >50% AND ROD <50% ❑ SR — SOUND ROCK WHERE REC > 85% AND ROD >50% CROSS SECTION F-F 0 1/2" 1" FILENAME FIGURE 713.11WG SHEET SCALE AS NOT 3.5-1 5 00 U Background Wells Porewater `3x ❑ Area of Wetness 0o w 10 Surface Water p0 ryo L1 100 D 100 BG3D O 80 ti UOM a 80 r s7 OC.- /cL2PO �x �J Q NG oc� 60 o Mx�ANTp001 60 y1 111s. GO A�zfsT m 40 P rn 40 - .i2� �_ L s-5 00 O A S 20 sw-s 20 0 � SO �/ S-g AB 29SL ) 2 30S O O <� � R-ijG-21g �00 00 AB-25SL 00 D0 a0 0 B 3 ry0 �O 00 00 Calcium Chloride+Nitrogen, NO2 plus NO3 CATIONS ANIONS 0 00 Samples with a charge balance error (CBE) of < 10% are shown. See companion table for CBE calculations. NOTE: Nitrate plus Nitrite was reported by the laboratory and is used here. Equivalent weight of 62 used (assumes mostly nitrate). DATE PIPER DIAGRAM - BACKGROUND GROUNDWATER, F)ll POREWATER, AREAS OF WETNESS, AND SURFACE WATER AUGUST 2016 DUKE ENERGY CAROLINAS, LLC ALLEN STEAM STATION ASH BASIN 3-6.1 FIGURE GASTON COUNTY, NORTH CAROLINA 10 w 00 Shallow Wells �o Porewater C' Area of Wetness -0S 3k �o w Surface Water ems. -26 5 GWA-7S yo ryo 0 Calcium CATIONS k.nioriae+nmrogen, rvuz pws rvua ANIONS Samples with a charge balance error (CBE) of < 10% are shown. See companion table for CBE calculations. NOTE: Nitrate plus Nitrite was reported by the laboratory and is used here. Equivalent weight of 62 used (assumes mostly nitrate). DATE PIPER DIAGRAM - SHALLOW GROUNDWATER, POREWATER, AREAS OF WETNESS, AND SURFACE WATER AUGUST 2016 DUKE ENERGY CAROLINAS, LLC FIGURE ALLEN STEAM STATION ASH BASIN 3-6.2 GASTON COUNTY. NORTH CAROLINA 00 r.] Io Deep Wells Porewater Area of Wetness Surface Water NO 0 100 �oM a 80 s - \c m OMx� _ 60 N�'1 w m CJ _ AB-2 L C - _ P 40 s-5 AB 4 20 00 00 1 D ao AB- 5D VVP Chloride+Nitrogen, NO2 plus NO3 ANIONS Samples with a charge balance error (CBE) of < 10% are shown. See companion table for CBE calculations. NOTE: Nitrate plus Nitrite was reported by the laboratory and is used here. Equivalent weight of 62 used (assumes mostly nitrate). DATE PIPER DIAGRAM - DEEP GROUNDWATER, POREWATER, AREAS OF WETNESS, AND SURFACE WATER AUGUST 2016 DUKE ENERGY CAROLINAS, LLC FIGURE ALLEN STEAM STATION ASH BASIN 3-6.3 GASTON COUNTY. NORTH CAROLINA 00 Bedrock Wells tiq, 0 D Porewater Area of Wetness h d�, Surface Water �ry k 00 row d q, O� o G� -35 Oaf _ �O \AR �5G p0 Ur 1 - y c0 -3 ry0 0 Chloride+Nitrogen, NO2 plus NO3 ANIONS Samples with a charge balance error (CBE) of < 10% are shown. See companion table for CBE calculations. NOTE: Nitrate plus Nitrite was reported by the laboratory and is used here. Equivalent weight of 62 used (assumes mostly nitrate). DATE PIPER DIAGRAM - BEDROCK GROUNDWATER, POREWATER, AREAS OF WETNESS, AND SURFACE WATER AUGUST 2016 DUKE ENERGY CAROLINAS, LLC FIGURE ALLEN STEAM STATION ASH BASIN 3-6.4 GASTON COUNTY. NORTH CAROLINA