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HomeMy WebLinkAboutNC0004987_2. MSS CAP Part 1_Figures_Final_20151207I=) SITE LOCATION MAP DUKE ENERGY CAROLINAS, LLC MARSHALL STEAM STATION ASH BASIN CATAWBA COUNTY, NORTH CAROLINA DATE DECEMBER 2015 FIGURE q� ''r ��h i1 + �R 4r • h � ,. �,v�,M r��n,r � � �P;>. � �y,Fd 1 L ' q 1 V- N \' � ^ R 1� III II _ 44 If .1 .'. ,.• fib" ,� •! r% DUKE ENERGY PROPERTY BOUNDARY ASH BASIN WASTE BOUNDARY LANDFILL/STRUCTURAL FILL BOUNDARY 1 .. ,.' • I ,,. ,. - ' � tea- -f -.. LANDFILL COMPLIANCE BOUNDARY 5<n ASH BASIN COMPLIANCE BOUNDARY s ASH BASIN COMPLIANCE BOUNDARY COINCIDENT WITH DUKE PROPERTY BOUNDARY STREAM WETLANDS F, TOPOGRAPHIC CONTOUR (4-FT INTERVAL)* T m STREAM FLOW DIRECTION Y t Y � r •Y. � i r'r r yy, � NOTES: 1. PARCEL DATA FOR THE SITE WAS OBTAINED FROM DUKE ENERGY REAL ESTATE AND IS APPROXIMATE. 2. WASTE BOUNDARY AND ASH STORAGE AREA BOUNDARY ARE APPROXIMATE. 3. TOPOGRAPHY DATA FOR THE SITE WAS OBTAINED FROM NC DOT GEOGRAPHIC INFORMATION SYSTEM (GIS) WEB SITE (DATED 2007). 4. AERIAL PHOTOGRAPHY WAS OBTAINED FROM WSP DATED APRIL 2014. 5. THE COMPLIANCE BOUNDARY IS ESTABLISHED ACCORDING TO THE DEFINITION FOUND IN 15A NCAC 02L .0107 (a). 6. STREAMS AND WETLANDS OBTAINED FROM THE PROVISIONAL JURISDICTIONAL WATERS MAP(USACE APPROVAL PENDING), PROVIDED BY AM EC FOSTER WHEELER, DATED MAY 29, 2015. SCALE (FEET) 250' 0 250' 500' P, = 500' SITE LAYOUT MAP DUKE ENERGY CAROLINAS, LLC MARSHALL STEAM STATION ASH BASIN DATE DECEMBER 2015 FIGURE CATAWBA COUNTY, NORTH CAROLINA 1-2 DUKE ENERGY PROPERTY BOUNDARY , 1 1 4 ENO INDUSTRIAL LANDFILL #1 q d — �(PHASE I CELL 1- Ol I , ti O� l • MW-4 AV MW-4D d : O x - MW 3 l � a. ;ASBESTOS LA NDF • }990 UNTAR • MW 1 L MW-6 ASH BASIN � .' � :�• . (VOLUN TARY) V (OU) , MW-13S ��. MW-13D DRY LANDFILL I (PHASE ) A. M W-5 r f s `r } PV STRUCTURAL FILL - _ M W-2 _ A 1 + + STEAM •;.. ,�� � ,l> PLA T ROAD MW-125 ,, • , MW-12D - i7l, In O / ASH BASIN r 1 'r��'M. ' r fit! F �^'x ✓ `�' M +�, jo NOTES: 1. PARCEL DATA FOR THE SITE WAS OBTAINED FROM DUKE ENERGY REAL ESTATE AND IS APPROXIMATE. 2. WASTE BOUNDARY AND ASH STORAGE AREA BOUNDARY ARE APPROXIMATE. 3. AS -BUILT MONITORING WELL LOCATIONS PROVIDED BY DUKE ENERGY. 4. COMPLIANCE SHALLOW MONITORING WELLS (S) ARE SCREENED ACROSS THE SURFICIAL WATER TABLE. 5. COMPLIANCE DEEP MONITORING WELLS (D) ARE SCREENED IN THE TRANSITION ZONE BETWEEN COMPETENT BEDROCK AND THE REGOLITH. 6. TOPOGRAPHY DATA FOR THE SITE WAS OBTAINED FROM NC DOT GEOGRAPHIC INFORMATION SYSTEM (GIS) WEB SITE (DATED 2007). 7. AERIAL PHOTOGRAPHY WAS OBTAINED FROM WSP DATED APRIL 2014. 8. THE COMPLIANCE BOUNDARY IS ESTABLISHED ACCORDING TO THE DEFINITION FOUND IN 15A NCAC 02L .0107 (a). 9. STREAMS AND WETLANDS OBTAINED FROM THE PROVISIONAL JURISDICTIONAL WATERS MAP(USACE APPROVAL PENDING), PROVIDED BY AM EC FOSTER WHEELER, DATED MAY 29, 2015. -le SCALE (FEET) 250' 0 250' 500' /" = 500' LEGEND: DUKE ENERGY PROPERTY BOUNDARY ASH BASIN WASTE BOUNDARY LANDFILL/STRUCTURAL FILL BOUNDARY LANDFILL COMPLIANCE BOUNDARY ASH BASIN COMPLIANCE BOUNDARY ASH BASIN COMPLIANCE BOUNDARY COINCIDENT WITH DUKE PROPERTY BOUNDARY STREAM WETLANDS TOPOGRAPHIC CONTOUR (4-FT INTERVAL)* ASH BASIN COMPLIANCE GROUNDWATER MONITORING WELL ASH BASIN VOLUNTARY GROUNDWATER MONITORING WELL $ EXISTING LANDFILL GROUNDWATER MONITORING WELL (ASH LANDFILLS AND FGD RESIDUE LANDFILL) ♦ NPDES OUTFALL LOCATION STREAM FLOW DIRECTION i A �I T 1 d a' ' }' � ;•" .�' r` ` E � �p�i,��:.� �� a !„ �iig�.'. _ COMPLIANCE AND VOLUNTARY MONITORING WELLS DUKE ENERGY CAROLINAS, LLC MARSHALL STEAM STATION ASH BASIN CATAWBA COUNTY, NORTH CAROL NA N DATE DECEMBER 2015 FIGURE 1-3 DUKE ENERGY PROPERTY BOUNDARY �` ' . ���/%l� j� i�' �/� - -�y J�L ` � ��^� �) ��� -�GWAO � �r GWA-81D , A, _ // �/� 5 %% ( _ �I I� GWA-4S:� GWA S II l / l GWA-41D ' i� \ �\ a I J� I ` GWA-5D AB-175 S44\ �r>I) (fir I LI �A6 17D llUI,f 65ti• \� �,, �1\�, _ �I A-= ASBESTQ fAB-185' \\ I` LANDFIL + �AB_ _ 18D �� AB 16S / / AL�) 'I AL // J) \\\ �� L I , I �� AB-16D (VOLUNTARY) I 1��� \ / I ASH BASIN 5B-11 A, (, ��U AL-46(VOLUNTARY) I'/�.\x DR ASH L%1NDFILL11 1� II \ LI (� - iD<J % AB- �(PHASJII} -.���\ \\ \\ \ / AB-20S \\ ���� -15BR \\\\\\\ \ /L/ // %/ AB OD \\ \\\ \1( /� � \ I �� 1�� ��✓ AB-135NO PV STRUCTURAL F `-1` AB-13D'\\ 4 /B-$� �i <,%!B-3 AB-10S \�% 1 �/ AB-145 \\\�� 1 �"\ '�,AB_10SL/�` s B-3 AB-1 B 125 AB 10D / I I r J �I ;AB-12SL +++ �I X\\ M -14DM p ., I AB-12D��v' ✓ \ I $TEA I /O)� //� ,i I I I ) I \ � / \ �\ • �ANTRogp� � J \ , (� , ' � + + ( ✓ � � 1 1\\\11 ( SW-6 MW-125 — %� I��L • . (/ /�/��\� I (I h I 1 f ;�' _ - I �.:! �\ I II -15 i \ Mw za—_ ti' —� ( ,1 �`' I I \\\\ I �. '�r�J I I� AB-95 �� \ �\ �I Q\i� I - 1 \ \ \ /ice\ \�� \� \Jj �/ •., A6-91D \\\\�� \ \7- \ \. AB 9BR 1 Vl� I� > AB-7S V� ���„85 AB 7D AB SDkp 1 r ASH \ O � ASH BASIN SB-13 � / �// : /�RY A � \ I /���' SW-2 ASE I) AB_6BR �/l �l ;�� a / - AB \ �\ � '• MWC��3\\ '..`.4+� .. I� / AB-21S '\d (� �1 //�/��� \o �� I . ((q/ � �z ����j , ,� ASH BASIN ( ,. ► � sbs Imo\ ---,�\ �AB-lBR B 1S LAKE NORMAN ms s l( i MS-9ZAL MW-7D MW=105 - 11Il /\ I _ MW10D ,= � \ " \ J � \ � '►� �1 _— MS1- or SW-10 � � .• �°f,:•,���. S -15 SW-5 �`rye_ / H13 / FGD RESIDUE 1 J� ��\\ \� �\ \\ i MW- D /�I LANDFILL '/ A\ 's AB-5D l 1 AB-25 �iVIW-95 ✓ a �/ /,�� ���;,\�� � , �� \\\ � -15 '% /1� \ v AB-2MW-9D D %K �1 lm1 1 Nii GWA J.sc GWA-10 � / I.., ,�„J � ! ���..\ +; ��\\\ �\\\ � ' I I I � � ♦. ti '�\\ _/ GWA-.113 ,, //�i ! - —� SW-11 / �1 / �, //////���11 Jill I J 11 �� ?' d•;`, L / / 4 '% '� / �r � i l � �C�i /-- � .. ,. ---__-- � --_ �,✓� .:.- A. � �j i // / ' l✓/'./i�'7� ///�/l�. i ` Ill II ,/i -f`l I , %.////� � 11�-` 111 I f C lI1ril; 1111A=2Ll12 .'S!D1rm—IVA A Fl ID SAMF INAS, Ll 4TION A LQGATIC 3ASIN ay p1 48 470 3 5 7 �686U © o 69 46 ' �70t NOTES: 1. ASH BASIN WASTE BOUNDARIES AND ASH STORAGE AREA BOUNDARIES ARE APPROXIMATE. 2. PRIVATE WELL LOCATIONS ARE APPROXIMATE. 3. ORTHOPHOTOGRAPHY IS FROM NC ONEMAP GIS ONLINE SERVICE AND DUKE ENERGY CAROLINAS, LLC. 4. THE COMPLIANCE BOUNDARY IS ESTABLISHED ACCORDING TO THE DEFINITION FOUND IN 15A NCAC 02L.0107(a). 5. HYDROGRAPHY WAS OBTAINED FROM USGS 7.5-MINUTE SERIES TOPOGRAPHIC MAPS CATAWBA NC, TROUTMAN NC, DENVER NC, AND LAKE NORMAN NORTH NC. 6. DUKE ENERGY PROPERTY BOUNDARY WAS SUPPLIED BY DUKE ENERGY REAL ESTATE. 7. PROPERTY INFORMATION PERTAINING TO IDENTIFIED WATER SUPPLY WELLS IS INCLUDED IN TABLE 4-2 , t - 2J- Ir SCALE (FEET) 500 0 500 1,000 FEZ V, W Legend — a — DUKE ENERGY PROPERTY BOUNDARY PWS€ NCU1186�2�2 ASH BASIN WASTE BOUNDARY ASH BASIN COMPLIANCE BOUNDARY ASH BASIN COMPLIANCE BOUNDARY COINCIDENT WITH DUKE ENERGY PROPERTY BOUNDARY f4 0.5 MILE OFFSET FROM ASH BASIN / COMPLIANCE BOUNDARY LANDFILL/STRUCTURAL FILL BOUNDARY ����` �``►r.� y,.� — STREAM �`•/� ���� �' PROPERTY LINES 0 PUBLIC WATER SUPPLY WELL O RECORDED PRIVATE WATER SUPPLY WELL 4ta�" p FIELD IDENTIFIED PRIVATE WATER SUPPLY WELL O REPORTED PRIVATE WATER SUPPLY WELL O ASSUMED PRIVATE WATER SUPPLY WELL DATE .ECEPTOR MAP DECEMBER 2015 UKE ENERGY CAROLINAS, LLC IARSHALL STEAM STATION ASH BASIN FIGURE ATAWBA COUNTY, NORTH CAROLINA 1-5 NOTES: 1. PARCEL DATA FOR THE SITE WAS OBTAINED FROM DUKE ENERGY REAL ESTATE AND IS APPROXIMATE. 2. WASTE BOUNDARY AND ASH STORAGE AREA BOUNDARY ARE APPROXIMATE. 3. TOPOGRAPHY DATA FOR THE SITE WAS OBTAINED FROM NC DOT GEOGRAPHIC INFORMATION SYSTEM (GIS) WEB SITE (DATED 2007). 4. AERIAL PHOTOGRAPHY WAS OBTAINED FROM WSP DATED APRIL 2014. 5. THE COMPLIANCE BOUNDARY IS ESTABLISHED ACCORDING TO THE DEFINITION FOUND IN 15A NCAC 02L .0107 (a). 6. ZONING INFORMATION FOR CATAWBA COUNTY OBTAINED FROM THE CATAWBA COUNTY GIS WEBSITE. 7. STREAMS AND WETLANDS OBTAINED FROM THE PROVISIONAL JURISDICTIONAL WATERS MAP(USACE APPROVAL PENDING), PROVIDED BY AM EC FOSTER WHEELER, DATED MAY 29, 2015. SCALE (FEET) 250' 0 250' 500' /" = 500' SITE VICINITY MAP DUKE ENERGY CAROLINAS, LLC MARSHALL STEAM STATION ASH BASIN CATAWBA COUNTY, NORTH CAROL NA DATE DECEMBER 2015 FIGURE 1-6 WIF or, 5 i ii AL-2D AL-26R ` Anayte (pg/L) jAnall (pg/L) Anayte (pg/L) rAnall G 1D BG iS - 4\ g Barium 960 Boron 6,500 Boron 2,100 - i" A&17D Boron 6,500 Cobalt 15.8 Chromium 17.5 a P) ' Ana a /L AL-3D LAnayte (NIron 3,000 H field 8.78 - GWA-SD GWA-SS m VI 0.78J Chromium VI 28 !A,•T' •� Cobalt 2.5 MW-4 Nil Anayte (pg/L) ( ) ( •,; �, f Cobalt 4.4 Manganese 8,400 Selenium 24 Anall (Ig/L) Anall(pg/L) - . • s _ Iron 6401- Ana e L Ana to L Boron 4,000 _ Cobalt 3.3 Cobalt 1.2 hn (p9/) ty (Ng/ ) Iron 54,000 Sulfate 386,000 Vanadium 4.5 - ,�i. H(field) 6.4 Cobalt 2.4 Iron 330 Iron 480 � 'fir - 1.. y.l Vanadium 7.1 Chromium VI 1 Chromium VI 0.32 Cobalt 1.3 Manganese 1,200 Total Dissolved Solids 761,000 Vanadium 1.8 Iron 20,5001+ � „Y 1 Man anese 54 Manganese 160 ��� pH (field) 5.4 Vanadium 0.78J Iron 510 H(field 6.2 Iron 1,900 �:.^ _ .- F ..r � 4• pH (field) 5.7 Vanadium 2.8 Manganese 590 1 Man anese 590 fir. ,. _ �•," �, ; Selenium 108 / :� H field 6 pH (field) 6.2 pH (field) 6.1 GWA-45 GWA-4D - Sulfate 979,000 Vanadium 2.21 - pH (field) 6.29, 1 GWA-8S GWA-SD Vanadium 9.2 Vanadium 3.5 Vanadium 3.8 Ana yte (pg/L) Anayte (N9/L) Total Dissolved Solids 1,610,000 Sulfate 402,000 : F Anall (pg/L) Anayte (N9/L) Y.' - Total Dissolved Solids 692,000 1.1.' Iron 1,500 Iron 830 BG35 BG3D r Cobalt 6.9 Iron 9AB- AB-i 69 6D Vanadium 6.5 Vanadium 0.65J' Man anese 130 pH (field 6.4 Ana to ty (pg/L) Iron 8,600 Manganese 69 Anall(pg/L) Anayte (pg/L) .: ) ty (N9/L) Ana to Man anese 1,700 H field 8.67 Cobalt 22.6 Cobalt 4.7 - 1 pH (field)) 6 Vanadium 4.8 Chromium 73.7 Barium 760 pH (field) 6.05 Vanadium 8.6 Iron 5,600 Iron 2,100 AL-4D 1. 1 Vanadium 3.5 Cobalt 5 Cobalt 1.8 Vanadium 19.5 Man anese 1,400 Man anese 290 Analyte (pg/L) - - d. 1 Iron 3,400 Vanadium 21.9 H field 5.9 Vanadium 0.561 Boron 15,200 -+ - ; Manganese 180 AB-18D Cobalt 7.4 _,\ _ • 1 1°�� Vanadium 14.4 Ana to /L Iron 3, 100 UNDUBTRRAL Iron 430 Man anese 530Q�� 1 Manganese 300 H field 6.06 '�" N A r Vanadium 4,2 (PHASE sI Q CEM 1► J Total Dissolved Solids 582,000 - , ` Vanadium 2.4 �I� Sulfate 308,00006 ` I L I. q T4 ' BG-2S BG2BR A&15D AB-15BR g/L) Analyte (N(pg/L) Ana to Wall-)Anayte (N9/L) '� ., +. � ;�,; 1 pH (field) 10.9 Chromium go..4 Iron 2,890 Iron 1,520 _ Vanadium 44 Cobalt 11.9 Manganese 228 Manganese 300• Vanadium 14 Lead 17.5 t -r' r GWA-35 GWA-3D _ 0 Thallium Anayte (pli Anall (N9/U "•- ~ Vanadium 0 100 Analyte (p9/L) An Man anese 97 Antimony.2, _ - Antimony 11.4 manganese 82 H field 5.68 Chromium 17.2IF Vanadium 0.56J pH (field) 11.5 1 BSPII/.iSM _ - - Chromium 17.9 Hadiu) 5.9 Vanadium 24.6 t L+aBB11VW _ pp //�A�1�IIII 21� pp pp Iron 660 Vanadium 0.92J --,•y a l5%NDFOL� +' t- pli(field) 113 ` Vanadium 128 ` t, AB-20D A Analyte (Ng/L) - �1112(35T0 AB-11D B-11 pH (field) 9.2 .- � Analyte (N9/L jAnalyte /L) Vanadium 1.1 ' - - �' ' %:�-. �' lrnnl SwilCobalt 4.4 -•- Iron �00 5.5 ��M w Analyte (pg/L) H field 8.6 Vanadium 3.9 GWA-75 GWA-7D `Ana to tyt (pg/L) Ana to Chromium 22.1 Iron 2,200 Cobalt 6.6 ,� - Cobalt 8.4 Manganese 76 Iron 4,400 MW-13S MW-13D - Iron 12,300 pH field 6.4 Manganese 2,300 Anall (pg/L) Anall (pg/L) Man anese 510 Vanadium 6.1 pH (field) 6.2 Chromium (VI) 0.79 Vanadium 5.9 ° NOW `+. Vanadium 23.7 Vanadium 9.2 °r Iron 420 H field 6.3 Vanadium 4.8 ?a, e ? MW-146R MW-14D MW-14S A&13D '+ Anayte (pg/L Anayte (pg/L) Anall (pg/L) Anall(pg/L) I 1I IIt�'II1I �I��II Iron 320 Boron 2,600 Boron 2,700 Cobalt 2.4 Y V `m`r+ O Vanadium 4.3 Chromium (VI) 0.11 Chromium (VI) 0.32 Iron 570 - -,. - , • - -- _ _,': �. : Cobalt 2.4 Cobalt 8.2 Manganese 200 - ,. e Iron 340 Manganese 57.9 Vanadium 1.1 ---' Q- H field 5.5 H field 5.3 Vanadium 1.3 Total Dissolved Solids 552,000 Vanadium 0.351 AB-14D i' Anayte (N9/L) Analyte (pg Iron 1, 1,100 Boron 3,500 � - - Manganese 80 /'� ,!. Man anese 155 H field 5.9 Total Dissolved Solids 1,530,000 Vanadium 3.3 - P'+r f+ ` '+ i Vanadium 2.5J+ ID 1 MW-12D MW-125 _ . - .. AL- AL -IS Anayte (pg/L) Analyte (15/L)Anall (N9/L) Chromium (VI) Boron 0.25 Chromium VI 0.5 Cobalt 2.7 Cobalt 2 . .. - ..a.:'�%•': _ Y rt 1,300 Beryllium 9.9 Cobalt 1.3 Boron 4,600 �•'H field 6.24 Chromium 30.9 67 Iron 2,9pH (field) 5.56 'y - Manganese Vanadium 0.51J - Total Dissolved Solids 744,000 Cobalt 11.8 pH (field) 6.23 - _ - ' Vanadium 1.9 Iron 1,300 r Manganese 3,600 Vanadium 4.6 - I •'.�l AB-91311 AB-9D AB-9S pH (field) 4.48 [DRY ASH „�� 'e - Analyte (pg/L) Analyte (jl Anall (pg/L) Thallium 0.33 `Interim Maximum Allowable Concentration (IMAC) Criteria Value A&7D I pp /�ARM1�S1( (^fl2�� pp pp pH (field) 9.6 Cobalt 28.1 Cobalt Total Dissolved Solids 831,000 Anayte (pg/L) LANDFOLL Vanadium 2.4 Iron 370 Man anese 110 / QD Manganese 220 pH (field) yt: 'y, Vanadium 8 (PHASE p Iron 2,400 H field p 10.7 (field) H field 64+'=an*dium 1.•�: Vanadium 57.5 > " % - Vanadium I'll MW-11D Anall /L) Anal'te(N /L) Chromium VI 4 Chromium VI 4.6 - - - H(field) 5.9 Iron 1,000 ter• Vanadium 2.5 Vanadium 23.8 VIA ASH AB-16R AB-1D A&15 MOOS L A K/F N OO F M A N Analyte (pg/L) Analyte (pg/L) Analyte (pg/L) A&6D A&6BR O&1 ! _ Ironj 2,8031 Cobalt 4.3 Boron 5,200 Anatyte(pg/L) Anall (pg/L) Analyte (pg/L) _ ,. ,, - - Man anese 337 Iron 950 Cobalt 27.1 Boron 5,500 Antimony 1.3 pH (field) 5.6 �. Vanadium 0.431 Manganese 197 Iron 2,240 Cobalt 2.2 pH (field) 10.4 ? pH (field) 5.95 Man anese 9,690 Iron 5,800 Vanadium 7.4 Total Dissolved So lids 541,000 pH field 5.29 Manganesiuml 1.11 Thallium 0.28 MW-101D MW-10S pH (fieldTotal atyte (p /L) Analyte (pg/L) Dissolved Solids 781,000 Vanadium 0.86J - , : f r y G Chromium(VI)0.42 Chromium lVl)0,14 H(f Id) 6.4 pH 2 (field) 5.MW 7S Analyte (P9/L) - - Vanadium 32 I�nV25��oa� Arsenic 10.41 ' Analyte (p9/L) FOOD --ODUE A&4D Boron 557.6 Cobalt 1.4 pp //,.��Ml�llf1n��21�pppp pp Analyte (p /L) Cobalt 57.6 B.Gi16VBWBB.IV Iron 1,900 1 Iron 1,900 Iron 2,200 Man anese 900 I Manganese 85.3 J+ Manganese pH(field) 6.3 pH (field) Vanadium 5.1 1 � Vanadium 0.521 Thallium Total Dissolved Solids 800,000 ,�{' if Vanadium 4.6 pr _ Anatyte(p9/L) Anall (pg/L) t. a Iron 1,200 Cobalt 3.1 A&21D Anall fun /L) _ _ �R ✓f'i - Manganese 440 Iron 470 Cobalt 6.4 R�� Jj a`1 H field 6.12 Man anese 330 Vanadium 1.8 H field 5.9 Iron Manganese 460 (�+� Vanadium 1.8 . pH (field) 5.91 _ Vanadium 0.741 / �� •. `�...[' w° C r,� ' y� Analyte (N9/L) s Iron 450 -. AB -SD AB-SBR _ Manganese 260 �; Analyrw te (p9/L) Atyte (N9/L) ^ / H field 6.3 Cobalt 9.4 Cobalt 7.9 Vanadium 2.3 Iron 10,900 Manganese 1,500 Manganese I --- -- pH (field) 5.9 pH (field) 6.1 GWA-2D GWA-2S WKR V Vanadium 3;4 Vanadium 0,761 t! + _.F Anatyt e(pg/L) Anall(pg/L) ° `A2 T Antimonyl Cobalt 2.6 � •{ '.�f 4` �� ��+ ;', - - Chromium 182 Manganese 92 GWA-SBR GWA-1D GWApg Analyte (pg/L) Analyte (p9/L) Analyte (pg/L) 119 pH (field) 5.4 Cobalt 1.7 pH(fieId) 11.24 Cohal[ 5.5 650,000 Vanadium 0.33J _ Iron 780 Vanadium 9.3 Iron 3,900 "♦ - >"+P,_, Vanadium 12.2 _ �. - Manganese54 Manganese 510 -�� pH (field) 5.51 - - It'll,' : ,\ Vanadium 3.5 Vanadium 1.7 500 0 500 1,000 SW-8 1 r: Analyte (Ng/L) Fraction Aluminum 240 T Cobalt 3.5 T Iron 4,100 T Manganese 270 T U UIJJ M � _, 'k h t"'ik`• p� �� ,iy,x � r* F «a . r. . ram; , •'. *- .� � '. � r i Yirieti�s4tiei�i s a. P ,pi.= '` 4, J'IIIY x' , - i - ' t tx e r r --- �� 'M All 7!I 4. M ;k it •`]r� .yy�� ��jj��,, A. t. , r` rr j r At I r .. x ♦ :ti' 71 Y' 7 . .r° r" t , 0 ASH BASIN Vol ¢ 4yr• `°-�•s,. , -,,, .�. �' ' Li�_• �;. #�«, try` e I1�P--1j-✓�'��,nIP .���P1 P11P11''PI1� P11''PI1• ^Y �-� , Ys ':i. f t _.. �.,{� 1�6J W �J✓ IJ YIJJ R! r`' •',},,y, - - 4 ;. . y�"f_ ,t '."'"�.'r` a4 ?.,"*{ - Yr' 1, 6 " ' ,�~ .."n' , • .- - .f ilA a +•t. ' 46, " r Aj i f k ' 'I , • ' y WON:a >: 'r f > r• ryr / 4 r ,Y R r k �+ i t a - r - �k t r •, 1,�� r' ... ;r re , i , i !0* .. .. ffi Y rt a! } � T: S�01rr ^� ! G 9i r r<" r r I 'r c , t or i �O r _ t• _ a w r•, r^ 1pt*f g �Pf IF r 4Y f. t , r �. . 3 ry •,':�-t s�: Y :.: ?`4 "v z �M:. ,'k ..... y „ W.6 Co Aftft- k", Yf ZV� 'R « r Ri I. 5� s- - - .P - �. ". -a 7 :.a-.,, ;..y .. , i, .!_.•d!'',:4� �.`r ,�`.'r;.:� �. .t -... +' .is 1.`4 �ID , - Asi r? y 0. .i „y e l , r 500 0 500 1, 000 SCALE (FEET) SURFACE WATER AND SEEP ANALYTICAL RESULTS DUKE ENERGY CAROLINAS, LLC MARSHALL STEAM STATION ASH BASIN CATAWBA COUNTY, NORTH CAROLINA SW-11 Analyte (Ng/L) Fraction Copper 2.9J+ D Manganese 93 T r L A B-2S Analyte (Ng/L) Cobalt 3.1 Iron 470 Manganese 330 H field 5.9 Vanadium 1.8 GWA-IS Anal to L Y (LI / ) 9 Cobalt 5.5 Iron 3,900 Manganese 510 pH (field) 5.51 Vanadiuml 1.7 Analyte (Ng/L) Jul-15 Oct-15 Fraction Cobalt 4.5 24.6 T Iron 6,420 2,300 T Manganese 709 11600 T Sulfate *DNE 376000J+ N Total Dissolved Solids 466,000 674,000 N RW AW SW-10 Cobalt 57.6 nalyte (Ng/L) Fraction Iron 2,200J+ Cadmium 0.16 D Manganese 6,000 Copper 9.2 D pH (field) 4.3 Lead 0.8 D Thallium 0.37 ilanganese 97 T Total Dissolved Solids 800,000 F tf,,-Or 7Vanadium 4.677 ps, MSWWO02 S001 MSWW002 5001 g/L) Fraction Analyte (Ng/L) Fraction Arsenic 12.1 T Manganesel 7371 T Boron 6,800 T Manganese 760 T Ived Solidsi 860,0001 N �:`•°� Vanadiumi 1.9 T % �yo y I �O, a " I �s f` ti >, K. a s x t ' i I e p- . PARAMETER z O i= v Q LL Class C Source Alkalinity, CO3 NA Alkalinity, HCO3 NA Alkalinity, lab NA Aluminum T 87 NCFW Antimony T 640 NCHH Arsenic T 10 NCHH Arsenic D 150 NCFW As(III) T NA As(V) T NA Barium T 200 mg/I NCHH Beryllium D 6.5 NCFW Cadmium D 0.15 NCFW Calcium T NA Chloride T 230 mg/I NCFW Chromium T 11 EPA -AL Chromium (III) D 24 NCFW Chromium (III) T 74 EPA -AL Chromium (VI) D 11 NCFW Chromium (VI) T 11 NCFW Cobalt T 4 NCHH Copper D 2.7 NCFW Iron T 1000 EPA -AL Iron (II) T NA Iron (III) T NA Lead T 2.5 EPA -AL Lead D 0.54 NCFW Magnesium T NA Manganese T 100 EPAHH2 Manganese (II) T NA Manganese (IV) T NA Mercury T 0.012 NCFW Methane T NA Molybdenum T 2000 NCHH Nickel T 52 EPA -AL Nickel D 16 NCFW Nitrogen, NO2 plus NO3 NA pH 6.0 - 9.0 NCFW Potassium T NA Selenium T 5 NCFW Selenium (IV) T NA Selenium (VI) T NA Sodium T NA Strontium T 40 mg/I NCHH Sulfate T NA Sulfide T NA Thallium T 0.47 NCHH Total Dissolved Solids NA Total Organic Carbon NA Total Suspended Solids NA NCFW Zinc D 36 Zinc T 120 EPA -AL For Class C Waters: The most stringent of NCFW, NCHH, EPAHH2, and EPA -AL is shown as comparison criteria for the evaluation and screening of surface waters. PARAMETER z Class B Q (Water U. Supply) SOURCE Alkalinity, CO3 100 mg/I NC WS Alkalinity, HCO3 NA Alkalinity, lab 100 mg/I Aluminum T 87 NC FW Antimony T 5.6 NCWS Arsenic T 10 NCWS Arsenic D 150 NCFW As(III) T NA As T NA Barium T 1 mg/I NCWS Beryllium D 6.5 NCFW Cadmium D 0.15 NCFW Calcium T NA Chloride T 230 mg/I NCFW Chromium T 11 EPA -AL Chromium (III) D 24 NCFW Chromium (III) T 74 EPA -AL Chromium (VI) D 11 NCFW Chromium (VI) T 11 NCFW Cobalt T 3 NCWS Copper D 2.7 NCFW Iron T 1000 EPA -AL Iron (II) T NA Iron (III) T NA Lead T 2.5 EPA -AL Lead D 0.54 NCFW Magnesium T NA Manganese T 50 EPAHH1 Manganese (II) T NA Manganese (IV) T NA Mercury T 0.012 NCFW Methane NA Molybdenum T 160 NCWS Nickel T 25 NCWS Nickel D 16 NCFW Nitrate 10 mg/I NCWS Nitrogen, NO2 plus NO3 NA pH 6.0 - 9.0 NCFW Potassium T NA Selenium T 5 NCFW Selenium (IV) T NA Selenium (VI) T NA Sodium T NA Strontium T 14 mg/I NCWS Sulfate T 250 mg/I NCWS Sulfide T NA Thallium T 0.24 NCWS Total Dissolved Solids 250 mg/I EPAHH1 Total Organic Carbon NA Total Suspended Solids NA Zinc D 36 NCFW Zinc T 120 EPA -AL N For Class B (Water Supply) Waters: The most stringent of NCFW, NCHH, NCWS, EPAHH1, and EPA -AL is shown as comparison criteria for the evaluation and screening of surface w aters. General Notes: NA - Not applicable All units In ug/I unless otherwise noted. Fraction Code Explanations: T - Total Recoverable Fraction D- Dissolved Fraction (filtered samples) Source Key Explanations: NCFW - Freshwater Aquatic Life (Chronic value if available) Criteria from the North Carolina 15A NCAC 02B Surface Water Standards and Protective Values & EPA National Recommended Water Quality Criteria Triennial Review Combined Table NCHH - Human Health Criteria from the North Carolina 15A NCAC 02B Surface Water Standards and Protective Values & EPA National Recommended Water Quality Criteria Triennial Review Combined Table NCWS - Water Supply Criteria from the North Carolina 15A NCAC 02B Surface Water Standards and Protective Values & EPA National Recommended Water Quality Criteria Triennial Review Combined Table EPAHH1 - United States Environmental Protection Agency National Recommended Water Quality Criteria - Human Health Table - Organism+ Water Criteria EPAHH2 - United States Environmental Protection Agency National Recommended Water Quality Criteria - Human Health Table - Organism Only Criteria EPA -AL - United States Environmental Protection Agency National 9 Y Recommended Water Quality Criteria - Aquatic Life Criteria Table - Freshwater CCC Chronic Criteria NCDENR RESAMPLE LOCATION O SEEP SAMPLE LOCATION SURFACE WATER SAMPLE LOCATION GROUNDWATER ASSESSMENT MONITORING WELL COMPLIANCE GROUNDWATER MONITORING WELL VOLUNTARY GROUNDWATER MONITORING WELL ASH BASIN COMPLIANCE BOUNDARY ASH BASIN COMPLIANCE BOUNDARY COINCIDENT WITH DUKE ENERGY PROPERTY BOUNDARY ASH BASIN WASTE BOUNDARY DUKE ENERGY PROPERTY BOUNDARY LANDFILL/STRUCTURAL FILL BOUNDARY STREAM NOTES: J = ESTIMATED CONCENTRATION <3.0 = LESS THAN THE LABORATORY REPORTING LIMIT J+ = ESTIMATED CONCENTRATION BIASED HIGH J- = ESTIMATED CONCENTRATION BIASED LOW ONLY CONSTITUENTS EXCEEDING THIER RESPECTIVE NOVEMBER 2015 FIGURE 2-2 Aluminum 7429-90-5 NS Antimony 7440-36-0 0.9 Arsenic 7440-38-2 5.8 Barium 7440-39-3 580 Beryllium 7440-41-7 63 Boron 7440-42-8 45 Cadmium 7440-43-9 3 Chromium* 16065-83-1 3.8* Cobalt 7440-48-4 0.9 Copper 7440-50-8 700 Cr(VI) 18540-29-9 3.8 Iron 7439-89-6 150 Lead 7439-92-1 270 Manganese 7439-96-5 65 Mercury 7439-97-6 1 Molybdenum 7439-98-7 NS Nickel 7440-02-0 130 Nitrate 14797-55-8 NS Selenium 7782-49-2 2.1 Silver 7440-22-4 3.4 Strontium 7440-24-6 NS Thallium 7440-28-0 0.28 Tin 7440-31-5 10,000 Vanadium 7440-62-2 6 Zinc 7440-66-6 1,200 * Hexavalent Chromium (Chromium VI) criterion used as a screening criteria for Chromium as no PSRG is available. All units show in in mg/kg. NOTES: J = ESTIMATED CONCENTRATION J+ = ESTIMATED CONCENTRATION BIASED HIGH J- = ESTIMATED CONCENTRATION BIASED LOW DNE = DID NOT EXCEED PSRG: PRELIMINARY SOIL REMEDIATION GOAL ft: FEET mg/kg: MILLIGRAMS PER KILOGRAM BOLD: EXCEEDS PROTECTION OF GROUNDWATER PSRG ONLY CONSTITUENTS EXCEEDING THEIR REPECTIVE PROTECTION OF GROUNDWATER PSRG ARE SHOWN GROUNDWATER ASSESSMENT MONITORING WELL ASSESSMENT SOIL BORING ASH BASIN COMPLIANCE BOUNDARY ASH BASIN COMPLIANCE BOUNDARY COINCIDENT WITH DUKE ENERGY PROPERTY BOUNDARY ASH BASIN WASTE BOUNDARY --- DUKE ENERGY PROPERTY BOUNDARY LANDFILL/STRUCTURAL FILL BOUNDARY — — STREAM 500 0 500 SCALE (FEET) 1,000 CATAWBA COUNTY, NORTH CAROLINA DECEMBER 2015 FIGURE 2-3 Area Constituents Exceeding 2L Standards or IMACs and PPBCs 1 Barium, Boron, Chromium, Cobalt, Selenium, Iron, Manganese, Sulfate, TDS and Vanadium 2 Boron, Cobalt, Iron, Manganese, Sulfate, TDS and Vanadium 3 Boron, Manganese, Chloride, TDS and Manganese 4 Cobalt and Manganese 5 Beryllium, Boron, Chloride, Chromium, Cobalt, Manganese, Thallium, TDS and Vanadium 6 Boron, Cobalt, Manganese, TDS and Vanadium 7 Arsenic, Boron, Cobalt, Iron, Manganese, TDS and Vanadium 8 Cobalt, Iron, Manganese and Vanadium 9 Antimony, Chromium, Manganese and TDS 10 Cobalt, Iron, Manganese and Vanadium PV STRUCTURAL 11 Boron, Iron, Manganese and Vanadium FILL 12 Iron and Manganese ' 13 Cobalt, Iron and Manganese O 14 Boron 15 Cobalt, Iron, Manganese and Vanadium 16 Cobalt, Iron and Manganese 17 Iron and Vanadium 18 Iron and Manganese FGD RESIDUE LANDFILL 19 Iron, Manganese and Vanadium: 20 Cobalt, Iron and Manganese`, 21 Manganese TT 22 Iron and Manganese r . 23 Manganese and Vanadium 24 Iron 25 Iron and Vanadium= COAL PILE LEGEND Approximate Lake / River Extent Regolith/Shallow Flow Layer ❑ Partially Weathered Rock/Deep Flow Layer ❑ Bedrock 1 Source Areas Areas of 2L or IMAC Exceedances and PPBC Exceedances Groundwater Flow Direction NOTE: TDS -Total Dissolved Solids VISUAL AID ONLY - DEPICTION NOTTO SCALE INDUSTRIAL LANDFILL • .- j RE�OCITN�SN Attu V V BEDROCK AYER PARTIALLY WEATHERED ROCK/DEEP FLOW LAYER Evaporation/pr ecipitation � i ►. ►' 1.► . . �► ., ► .� ` b �.' ►'i ` DRY ASH LANDFILL (PHASE II) O 2 20'`�'q, ,..,,,, %,,,,,., C� 01 M 14 7 DRY ASH LANDFILL (PHASE 1) SITE CONCEPTUAL MODEL - 3D REPRESENTATION DUKE ENERGY CAROLINAS, LLC MARSHALL STEAM STATION DATE DECEMBER 2015 FIGURE scn.ansv.a. sms. iaw en,.irn.. rrc xeaaazsrs irc CATAWBA COUNTY, NORTH CAROLINA 3-1 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 ISSUE DATE DESCRIPTION PROJECT MANAGER CHAD HEARN, PE DRAWN BY: - DESIGNED BY: - CHECKED BY: - APPROVED BY: - PROJECT NUMBER 000000000246409 DUKE ENERGY CAROLINAS,LLC f ' DUKE ENERGYY,. CATAWBA COUNTY MARSHALL STEAM STATION NORTH CAROLINA SITE CONCEPTUAL MODEL CROSS SECTION 0 1" 2° FILENAME I FIGURE 3-2.1.DWG SCALE I AS NOTED SHEET FIGURE 3-2.1 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 ISSUE DATE DESCRIPTION PROJECT MANAGER CHAD HEARN, PE DRAWN BY: - DESIGNED BY: - CHECKED BY: - APPROVED BY: - PROJECT NUMBER 000000000246409 DUKE ENERGY CAROLINAS,LLC f ' DUKE ENERGYY,. CATAWBA COUNTY MARSHALL STEAM STATION NORTH CAROLINA SITE CONCEPTUAL MODEL CROSS SECTION 0 1" 2° FILENAME I FIGURE 3-2.2.DWG SCALE I AS NOTED SHEET FIGURE 3-2.2 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 ISSUE DATE DESCRIPTION PROJECT MANAGER CHAD HEARN, PE DRAWN BY: - DESIGNED BY: - CHECKED BY: - APPROVED BY: - PROJECT NUMBER 000000000246409 DUKE ENERGY CAROLINAS,LLC f ' DUKE ENERGYY,. CATAWBA COUNTY MARSHALL STEAM STATION NORTH CAROLINA SITE CONCEPTUAL MODEL CROSS SECTION 0 1" 2° FILENAME I FIGURE 3-2.3.DWG SCALE I AS NOTED SHEET FIGURE 3-2.3 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 ISSUE DATE DESCRIPTION PROJECT MANAGER CHAD HEARN, PE DRAWN BY: - DESIGNED BY: - CHECKED BY: - APPROVED BY: - PROJECT NUMBER 000000000246409 DUKE ENERGY CAROLINAS,LLC f ' DUKE ENERGY CATAWBA COUNTY MARSHALL STEAM STATION NORTH CAROLINA SITE CONCEPTUAL MODEL CROSS SECTION 0 1" 2° FILENAME I FIGURE 3-2.4.DWG SCALE I AS NOTED SHEET FIGURE 3-2.4 s w x <., Wt w >E "n , 41- *f T ^f , 3 a w - ._� t o, 11...J.. h'._.,.: �, , .. . _ .. ... <.: 1,�. ..: a �- .,:. , �. d .'.,.. ,... �. .. u:, y..-...- '.:: ,. f.r„,. , R .. '4 :;. �' ,..:. Yx�n... ,filr.-.:F✓-1].�'. _, .:; -!`'.; � � ,-1�,_ ,' '��1p1p / Vf ^ r� tZ 19, Y r r r > ,L Gn�39� 0 0 rf . o O i�rJ r� � r� : 1 • pfry3 G�3�1� � •� UVU77VC����J�.I •J U I 0 � f�*i'�,}b��� 4.` � U VL�J - i' R :AnwS � _,� Y q },, '<r L e,r' ?" `� �. 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". r - '- ' ° o o � o � f 4 ; • '�'�z -' ;"� � f �n r _` ' � p � `.:1 i a � — e - K O ' < 5!E', •Q`Ct."' :' sf ar, t N < _ ;7 ° 0 q y' •i ' 3 r r r z� _ „ Ord*, s [} ' 1. ...:T, '. ,._ ,.. � - .., :; : ', :I : ` • '� C .0 .{ _ •:aF` �rf9 a "d' � f � ��'Y''�� .�. : t 4 ��17' rr ,u. t �, Tt� - dr i-•• ' -� 4 c -• 500 0 500 11000 SCALE (FEET) LEGEND APPROXIMATE GROUNDWATER FLOW DIRECTION ASH BASIN ASSESSMENT GROUNDWATER MONITORING WELL ASH BASIN COMPLIANCE GROUNDWATER MONITORING WELL ASH BASIN VOLUNTARY GROUNDWATER MONITORING WELL EXISTING LANDFILL GROUNDWATER MONITORING WELL (ASH LANDFILLS AND FGD RESIDUE LANDFILL) WATER TABLE CONTOUR LINE ASH BASIN COMPLIANCE BOUNDARY ASH BASIN COMPLIANCE BOUNDARY COINCIDENT WITH DUKE ENERGY PROPERTY BOUNDARY ASH BASIN WASTE BOUNDARY — — — DUKE ENERGY PROPERTY BOUNDARY LANDFILL COMPLIANCE BOUNDARY LANDFILL/STRUCTURAL FILL BOUNDARY STREAM DATE DECEMBER 2015 FIGURE 3-3 CATAWBA COUNTY, NORTH CAROLINA T r`U� � P,�S...W .7 y i 500 0 500 1,000 SCALE (FEET) LEGEND APPROXIMATE GROUNDWATER FLOW DIRECTION ASH BASIN ASSESSMENT GROUNDWATER MONITORING WELL ASH BASIN COMPLIANCE GROUNDWATER MONITORING WELL ASH BASIN VOLUNTARY GROUNDWATER MONITORING WELL GROUNDWATER CONTOUR LINE ASH BASIN COMPLIANCE BOUNDARY ASH BASIN COMPLIANCE BOUNDARY COINCIDENT WITH DUKE ENERGY PROPERTY BOUNDARY ASH BASIN WASTE BOUNDARY - - - DUKE ENERGY PROPERTY BOUNDARY LANDFILL COMPLIANCE BOUNDARY LANDFILL/STRUCTURAL FILL BOUNDARY STREAM 1) W.E. INDICATES WATER ELEVATION DATE DECEMBER 2015 FIGURE 3-4 CATAWBA COUNTY, NORTH CAROLINA Lip r 500 0 500 11000 SCALE (FEET) LEGEND -� APPROXIMATE GROUNDWATER FLOW ASH BASIN ASSESSMENT GROUNDWATER MONITORING WELL - - - - GROUNDWATER CONTOUR LINE ASH BASIN COMPLIANCE BOUNDARY ASH BASIN COMPLIANCE BOUNDARY COINCIDENT WITH DUKE ENERGY PROPERTY BOUNDARY ASH BASIN WASTE BOUNDARY - - - DUKE ENERGY PROPERTY BOUNDARY - LANDFILL COMPLIANCE BOUNDARY LANDFILL/STRUCTURAL FILL BOUNDARY STREAM 1) W.E. INDICATES WATER ELEVATION DATE DECEMBER 2015 ■9[e111:19 3-5 CATAWBA COUNTY, NORTH CAROLINA LEGEND �C 0 0 0 ASH BASIN VOLUNTARY GROUNDWATER 0 no II!;!' MONITORING WELL ASH BASIN COMPLIANCE GROUNDWATER MONITORING WELL ASH BASIN ASSESSMENT GROUNDWATER MONITORING WELL ASH BASIN COMPLIANCE BOUNDARY ASH BASIN COMPLIANCE BOUNDARY — — — COINCIDENT WITH DUKE ENERGY PROPERTY BOUNDARY ASH BASIN WASTE BOUNDARY - ' — — — DUKE ENERGY PROPERTY BOUNDARY • r LANDFILL COMPLIANCE BOUNDARY LANDFILL/STRUCTURAL FILL BOUNDARY E STREAM In 500 0 500 1,000 SCALE (FEET) �' IJ�VLSV �44: ' QoO = INDICATES POTENTIAL q y1 DOWNWARD FLOW �p000 o = INDICATES POTENTIAL UPWARD FLOW f � 4�• L 4.t M'¢• � 4 F)l VERTICAL GRADIENT - S TO D DUKE ENERGY CAROLINAS, LLC MARSHALL STEAM STATION ASH BASIN CATAWBA COUNTY, NORTH CAROLINA N DATE NOVEMBER 2015 FIGURE 3-6 I 500 0 500 1,000 SCALE (FEET) t - LEGEND ASH BASIN ASSESSMENT GROUNDWATER MONITORING WELL ASH BASIN COMPLIANCE BOUNDARY ASH BASIN COMPLIANCE BOUNDARY ENERGY COINCIDENT WITH DUKE .� E PROPERTY BOUNDARY ASH BASIN WASTE BOUNDARY - - - DUKE ENERGY PROPERTY BOUNDARY Y LANDFILL COMPLIANCE BOUNDARY LANDFILL/STRUCTURAL FILL BOUNDARY hVlR £ STREAM INDICATES POTENTIAL x r r DOWNWARD FLOW INDICATES POTENTIAL UPWARD FLOW F)l DATE DECEMBER 2015 FIGURE CATAWBA COUNTY, NORTH CAROLINA 3-7