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Home My WebLink AboutNC0003433_Cape Fear Figures_20160915273 79 PROPERTY BOUNDARY b' / z. fit WASTE 1 BOUNDARY. Ir I _`> � .yam, �\ 1 -•f/� I - \!I///��-`.�'!IIV�/�r��/3`-_-�,; ;..�_ ;zye y A �w / — •IIL 70 71 ap Id CI J e-nn—, D'�x 1 /� /%j / C / - - p - \ � f • �� III � / 1� ` li \� 42 SOURCE: o USGS TOPOGRAPHIC MAP OBTAINED FROM THE NRCS GEOSPATIAL DATA r� i I GATEWAY AT http://datagateway.nres.usda.gov/ % h FIGURE 1-1 SITE LOCATION MAP 1 ; REENSRORO CAPE FEAR STEAM ELECTRIC PLANT V •RALEIGH •GREENVILLE 500 CP&L ROAD 20 Terra CAPE FEAR STEAM MONCURE, NORTH CAROLINA .ELECTRIC PLANT MONCURE, NC QUADRANGLE 148 RIVER STREET, SUITE 220 CHATHAM COUNTY WILMINGTON GREENVILLE, SOUTH CAROLINA DRAWN BV: C. NEWELL DATE: 8/4/2016 GRAPHIC SCALE PHONE 864-421-9999 PROJECT MANAGER: V(ATHY WEBB CONTOUR INTERVAL' 10 FEET 1500 0 1500 3000 ? www.synterracorp.com i LAYOUT: FIG 1(USGS SITE LOCATION) MAP DATE: 1993 N FEET All m • Al A A p, Ow ffI-. i 1p LEGEND oll GROUNDWATER MONITORING WELL LOCATION (CSA) V. SURIFICIAL MONITORING WELL 4 SURIFICIAL UPPER MONITORING WELL 5, SURIFICIAL LOWER MONITORING WELL T`TwM'w__y_41w117r 7%07 V�Tz*q_mq 4W'P.!k A 0611 BEDROCL MONITORING WELL 0V 50 ABANDONED MONITORING WELL A COMPLIANCE GROUNDWATER MONITORING WELL LOCATION SURIFICIAL MONITORING WELL BEDROCK MONITORING WELL IVA -4 BACKGROUND SURFICIAL MONITORING WELL 's, BACKGROUND BEDROCK MONITORING WELL • PUBLIC AND PRIVATE WATER SUPPLY WELLS f o p� POSSIBLE WATER SUPPLY WELL. WATER LINE NOT AVAILABLE. NO WELL OBSERVED if _f S FD _W5� REPORTED / OBSERVED WATER SUPPLY WELL. WATER SUPPLY WELL OR SPRING REPORTED BY •PROPERTY OWNER. -PO 0 FC F72 WATER SUPPLY WELL IDENTIFIED AND SAMPLED BY NCDEQ. MW-15SL •q t, •F-,; ADDITIONAL WELL AND PIEZOMETERS 01 -15BR MW'ti• Is Fmw7j MONITORING WELL FM W1_ 0 D •0 MW_L MONITORING WELL - AMEC FOSTER WHEELER 2015 T MWLIIJL1 A— IF- 'A Is � -ABANDONED IN is MONITORING WELL CMW-03L, (r -`4 c PIEZOMETER • CHATH-075-PlOO it. f j , ":, •41,t . I r CHATHE075-P1O2• CHATH-079-P104 PIEZOMETER - DAM SAFETY JBGMW71 i PIEZOMETER - AMEC FOSTER WHEELER 2015 All .41: 1 — �, I P 'r * . 1. 1. II;l .1, . ( , , .� 4 1 jBGTMW-04j It �, ., � 0 — I + 4 AREAS OF WETNESS & NPDES OUTFALL LOCATIONS 4r Y� jV;1 X • 0 IS _4 21 AREA OF WETNESS - APPROXIMATE 4 M, 1 1, 0 PZ-10 CHATH-075-P103i +~ • A NPDES , o' To I - k '% 11 1 -44 4 OUTFALL 001 APPROXIMATE NPDES OUTFALL Art W-05S 30 V, JABMW-05BRI U *41 SOIL AND ASH BORING LOCATIONS 4 CHATH-075-P101 4 ABB I ASH BORING AND PORE WATER LOCATION - SYNTERRA 2015 1956 ASH•BH —FI APPROXIMATE SOIL BORING LOCATION - GEOSYNTEC Q BH BASIN OVID AN II ADDITIONAL SITE INFORMATION %k ` + :�' `f`, Y� { I r + . t DUKE ENERGY PROGRESS PARCEL LINE 41 ZA T- d.0, & — — CCR SURFACE IMPOUNDMENT COMPLIANCE BOUNDARY CCR SURFACE IMPOUNDMENT y 000" COMBINED COMPLIANCE BOUNDARY NPDES TREATMENT UNIT CTMW- 2 4 A011 SURFACE WATER - ARROW POINTS IN DIRECTION OF FLOW All y. t i I CI, ,j I I Cmw_ N, -1 .. P4, A 1s FORMER POWER PRODUCTION AREA Or &Fmw %4 lea a Af, FS-0 110 HiN DEMO L ALF. GUARD HNISIF I IF TZrER U EP Z-01 -11 O,S-04 PZ-02 MW-05BR �blyz 07BH c W-05 MW-05BRR ABI3-06 0 QBH CHATH- 79-P105 CHATH-079-PI04 --,CCP TRAILER ELECTRICAL ELECTRICAL SUBSTATION SUBSTATION • m -21BR mw I rl�v: MW-21SL Mw 1985 ASH MW-23S A, 0 \ -r BASIN Irk., U fy 44 Mw BH MW-23D ABMW 01BR [LLD ft. Aj 0 1 A MW-23BR j A NPDES OUTFALL 003 oov, ABMW-01SI SN16 omw om FS 0510 P 0 4 ifol FS 1-81 S13 IN Fs—o 71 o 4 FP Z-0-61 /0010 0 S-060 Mw 41 SOURCES: Mw 2014 AERIAL ORTHOPHOTOGRAPHY OBTAINED FROM USDA NRCS GEOSPATIAL DATA GATEWAY PZ-08 (httPs:Hgdg.sc.egov.usda.gov/GDGOrder.aspx). 196 ALL SURVEY INFORMATION, PROPERTY LINE AND LANDFILL LIMITS AND BOUNDARIES ARE BASIN C) CHATH-079-P100 FROM ARCGIS FILES PROVIDED BY S&ME AND PROGRESS ENERGY EXCEPT AS NOTED ON THE S-15 CHATH-079-P103 FIGURE. r__D1 ni Or FPZ05]C CH H rl'7 1978 ASH DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE CHATH-076-P _ 0 SYSTEM FIPS 3200 (NAD 83) 1 BASIN PARCEL BOUNDARIES WERE OBTAINED FROM PERSON COUNTY (NC) GIS DATA AT 41 http://gis.personcounty.net JABMW-04S ABMW-02SUI N-l" ACCESS FOR MW-09 CLUSTER ENGINEERING OF NC INCOF POSSIBLE DIABASE DIKE OBTAINED FROM THE GEL AL Cmw_08 Q'I NPDES OUTFALL 0 GRAPHIC SCALE MW_ Wco TMW-OH zow- 400 0 200 400 800 BH Uj 76-P102� Jima (IN FEET) CHATH- SCALE: 1" 400' CHATH-079-P101 $job OUTLET STRUCTURE m PL-U I BRIDGE U I FALL LJUZJ S-00 S-08 PIPING U Fmw_] P - S-10 , 11�� DW 51 IT C-1 PITS 7�A 4W-06BR CHATH-07 W-19S.Av. Mw_18sm_ QW- s erra 144 A 1970 S_ FD W- 6� BASIN 12BR BRANCH B 0 Fs- 13] 148 River Street, Suite 220 Greenville, South Carolina 29601 FOOT NPDES OUTFALL 007 AIN cu 864-421-9999 �• \ ABMW-03 / ,.t ;'� �' :" a �'i. D www.synterracorp.com 141 D BH DRAWN BY: J. CHASTAIN JDATE: 08/25/2016 ABM to CHECKED BY: C.SUTTELL JDATE: 08/25/2016 AB PROJECT MANAGER: C. SUTTELL D3S LAYOUT NAME: FIG 1-2 (SITE MAP) 14A a \ me 1 y`f' ' 1 �'_ r b %t 7DW-9] CTMW-01 CHATH-07 -IP102 CHATH-07 -IP103 47 L 0 _F .4t A DUKE . ` :_. ,BRIDGE , -4 t:tt � �f �. ��r - ENERGY CA PRW-8 AD amilll. PROGRESS 4 CAPE FEAR STEAM ELECTRIC PLANT p IR 500 CP & L ROAD A A 4d I A ? FIGURE 1-2 104 ol SITE LAYOUT MAP �4 LEGEND � I � 2 ` z TRcp GROUNDWATER MONITORING WELL LOCATION (CSA) 9 MW 16S SURFICIAL MONITORING WELL 0I MW-15SU SURFICIAL UPPER MONITORING WELL i !r MW 15SL SURFICIAL LOWER MONITORING WELL TRcc ''1r MW-15BR BEDROCK MONITORING WELL ♦` COMPLIANCE GROUNDWATER MONITORING WELL LOCATION ( N. CMW 01 SURFICIAL MONITORING WELL iil� CTMW 01 BEDROCK MONITORING WELL `0 IBGMW-04 BACKGROUND SURFICIAL MONITORING WELL TRcp BGTMW 04 BACKGROUND BEDROCK MONITORING WELL 1 PUBLIC AND PRIVATE WATER SUPPLY WELLS 1 POSSIBLE WATER SUPPLY WELL. WATER LINE NOT AVAILABLE. / I PRW2 NO WELL OBSERVED �} DW-5 REPORTED / OBSERVED WATER SUPPLY WELL. TRcs DW 16 PWATER SUPPLY ROPERTY OWNER.LL OR SPRING REPORTED BY WATER SUPPLY WELL IDENTIFIED AND SAMPLED BY NCDEQ. ADDITIONAL WELL AND PIEZOMETERS MONITORING WELL A MW-6 MONITORING WELL - AMEC FOSTER WHEELER 2015 4) PZ-12 PIEZOMETER C) CHATH-079-P104 PIEZOMETER - DAM SAFETY I J P-2 PIEZOMETER - AMEC FOSTER WHEELER 2015 / AREAS OF WETNESS & NPDES OUTFALL LOCATIONS O Is-12 AREA OF WETNESS - APPROXIMATE ' NPDES / o OUTFALL 001 APPROXIMATE NPDES OUTFACE = SOIL AND ASH BORING LOCATIONS I / z ® ABB-06 ASH BORING AND PORE WATER LOCATION - SYNTERRA 2015 Cr: ® BH-12 APPROXIMATE SOIL BORING LOCATION - GEOSYNTEC ADDITIONAL SITE INFORMATION — � TRcs TRc DUKE ENERGY PROGRESS PARCEL LINE -- HALF MILE SURVEY BOUNDARY LEGEND - UNIT NAME TRc NEWARK SUPERGROUP, CHATHAM GROUP, CHATHAM GROUP, UNDIVIDED CCR SURFACE IMPOUNDMENT TRcs NEWARK SUPERGROUP, CHATHAM GROUP, SANFORD FORMATION COMBINED COMPLIANCE BOUNDARY TRcc NEWARK SUPERGROUP, CHATHAM GROUP, CUMNOCK FORMATION NPDES TREATMENT UNIT TRc NEWARK SUPERGROUP CHATHAM GROUP PEKIN FORMATION p SURFACE WATER -ARROW POINTS IN DIRECTION OF FLOW GEOLOGY SOURCE NOTE: GEOLOGY SHAPEFILES OBTAINED FROM THE USGS Preliminary Integrated geologic map databases for the United INTERPRETED LOCATION OF POSSIBLE DIABASE DIKE States - Alabama, Florida, Georgia, Mississippi, North Carolina, and South Carolina, DATED 2007 AT hftp://pubs. usgs. govlofl2OO5/13231 AGEOLOGIC CROSS-SECTION LOCATION fa 1 f r i.< 4 1 p r SOURCES: s,• ' 2014 AERIAL ORTHOPHOTOGRAPHY OBTAINED FROM USDA NRCS GEOSPATIAL DATA GATEWAY i� CHATH-o7s-P1o2 r 4 (https://gdg.sc.egov.usda.gov/GDGOrder.aspx). ,+•I-T DW-15 CT -- a CHATH-079-P101 I *jam.. '►' L ALL SURVEY INFORMATION, PROPERTY LINE AND LANDFILL LIMITS AND BOUNDARIES ARE _ CMW 07 e I T..I FROM ARCGIS FILES PROVIDED BY S&ME AND PROGRESS ENERGY EXCEPT AS NOTED ON THE FIGURE. R i �DR��GL •"f r NPDESOUTFALL 005, ' ` .r DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE 0 s-oa 'S-0s' CMW 06 MW_09 , • SYSTEM FIPS 3200 (NAD 83) s-1o;` PARCEL BOUNDARIES WERE OBTAINED FROM PERSON COUNTY (NC) GIS DATAAT CLAY PITS TaG MW-09BR ow5 http://gls.personcounty.net CHATH-077-P100 9S Prey !'r MW-18S DW-i INTERPRETED LOCATION OF POSSIBLE DIABASE DIKE OBTAINED FROM THE GEL T� 0 p ,, p ENGINEERING OF NC INC. ASH .a } 1Ft r I P r . i� t x " CHANCH R GRAPHIC SCALE 600 0 300 600 1200 > `' > Ism PDES OUTFALL 007 ABMW-03 t r•q _ •R. .� , " :i 'r Q' , IV (IN a -D (IN FEET) li j t' s ! ai' ABMW 03BR l,, • c AVPITs { t J, ; 1 iSt '�. x - . _. SCALE: 1" = 600' ABMW-03SR - '_; �'t \ ' �r. e` •�. i w" _ - ��' DPRW-6 CT W CHATH0�7-P102 rf �:•o - .I. - �.� �y•r, '�1 '{' FS _ - r, n 7-P103 •±'�' f��f ��. L:' • - �P� ., �♦aq1� 4� �, 4 _ L i CMW01 _• - sr,4 L �'1.+��{,� ,T' 'I� 1� ' >� '• ®o � D W-2 r M W-13 . - P'. ± t x v el' ti. `• �. _,.�' '{. , ?�, ,r, • c 4 11 cO4 1 tj `_� R , r f .. t PRW7 i ' S BRIDGE y }�,j�I .'r: r +f + r fff �F • �� j(( DW-3' t s.- .�f ��- ff ti'y. .j, � �' + 'a � •4r t r .� rJ C• 4 PRW-8 ," y _ •�' �. i`.� �xt ` i �. •��;. 1�a ! ! 1 "1 i i - , S I r > t �Oic �I �..+ t �• ��:'� h :1 ,{ ?, � .. s,. f ,� f M i � I • r ` ,,� +�ti,,I I , '• J MW-20S J ♦ , �.� _ +'ich; .. � 4 • . j - '� i y ,,� �+. `i ••r r "r .0W.20BR - {, 'r •' t� ,: 't ..ti i�> a • •, 4.r�� d �' •� ��'.< �. � �erra 'L° lfyk k �. �r s, r .>�P ` " 4 '� f i , �/ �i f �rl `*jt s C1 �! e { T �r a C . , L •� r '(:e t yy 40 �. { ♦ 1! �' 1 1 l r l t i 4 S 1J f� y?�.- �•Y',�e •r.:' t;4' ^, i, :�►,r--.i' 't _�. ..kit S •. r t1, I 1 1 if + t rat i , -f •� a + ... i .♦. i 1 M„ `t a'• 4 j�� Vi - .•}� f. ,; _ ' L '<' '� l`= 1 r 6orr 'i Y �if .•4 Y { t. +a M. f • w - J G 1 1 r y'�t t ''� �•. '. �,�. ; :' .1 � ,a' t .ems , xx f + I I' i ! r1 r> i • ) i • tf Y o• I Q i Y .r, �r ! J• A`t ti ,{ n •.r a w , �• 1 i 1 .y v 4.4. r n l�, 's 1 , yIf a •i r �xa i . � n 14 rat 7 ✓: i- r�. /.. > A • I y i i •! !r �a - -�401- s.t O .# • ,_ r - w d � 2 v ! ,�. ,3�°,•�•��,�i {`4•'I ��' �� z« ,` .. '7«ty��' > .- 1 • e:*. gib`. 1 - � .�� ,' Ll�' 9 �-I �°,"lry �; .•+tea ! � • � �� F ♦ 0. {/,aI.,L A Y. Re lb It 14 r fl �� ' h 1 s l i Al e, r '4ko' r ' •r ter. 1t }'!r �1:� sp,}''y,'` l . r� 1 tv 1.L�.�' �*' !•''DWI 'r'� ,4tT�44�,*'"1i�+. "�� ,".4'-� ''� .`'•,� �!�� Jlp n..1, I �Yy}'r'f� tr <„`�+'1«. �`. ^'.� rr;r�. � r 4i :ff + .� ` •,7«� .I k ow-12 w '�{ `,�y«'ry`e-f.�.f�� .•�+.. ,['��. ,`+ j, � •_• -'\ IN T, -I , +! VAKAZ t- it: r 7 3�0 .'; ` i �•r cr-2 ��x Q° 4.• a 1 s + \ t l r L'. + j'. 1r MW 15SU 1 MW 15B T "�,�-{ MW-15BRAll, 'n CM 03 'Oh' S CHATH-0,5-P100 TH-075-P102 C `.♦- ti� BGMW 04' yJw` r BGTMW 04 . }•.��a� ` r q4. Ny9Q Vow laws � � �Z-7-0 ABMW-05 II CHATH-075-P103 S,y r• - �O� . :. ABMW-05S �000 " •� � . o,� ABMW-05BR + ,t- %' Fm HATH-075-P101 P _ i- 1956ASH C,h•1 L1-02 1''' _ � 4r, ''et i � ' 1< �• 4 r., �' , 1, ORMER POWER PRODU CI ION Aft LA MW-11 e J. �.p0 r;� '•rL�, 7 l DW-10 • s-01 R ae MW-225� r MW-17BR `, S MW-22BR r 1 DEMO TRAILER MW-17SL _ •{ 1- IVI W-17S1J - .GUARDHOUSE ' S 02 ' PZ-02 �G 2 °RiN 0r-03 BH-s T Ro v CMW 05 tiF t 0 ABB-os • BH-12 cHATH�o79-Pros MW-05BRR CHATH-079-P104'�- �CGP TRAILER ' ELECTRICAL ' rELECTR SUBSTATION � *• MW-21BR A Mw-1 •'+ MW-21SL W 2 P-2\ " 1985 ASH BASIN MW-21SU 0Mw-3 °A" ABMW-01BR - -•�t - - eMW_6 ,NPDES OUTFACE 003 ABMW-01S i MW-4 Q 5-05 O ABMW-01 Fs --o 71 o PZ-06 - 0 - 1963 ASH ' v BASIN CHATH-079-P100 P 1978 ASH PZ-05 CHAI,107.; P103 It, r ` CHATH-07 P 0 - _ - BASIN �t i ABMW-02SL s - B H3 �' ABMW-04S ABMW-02SU � i M W-14 o lsA Al SOUTFALL 001 00 ABMW 04 f . CTM BH-8 Pz-o9 - CHATH-07 -P 3 CHATH-01 -P102 P on X•It Y� 11tti '� ; d�• � •� �'�';� • � , }- r > ,gib; � `R i'�' . � .� � :♦'��. V.G 'i''< i r I�'. '��`i �,. �? �� +�:1� M ; �� {, _�; ,lit - t J 1 .� L�yt��e�•D t,l``. h� r�� F « � r y1 f -1 - ''�' ° � .3.•, > ". . 'S`:. 1.,� .. �{ . ,> 148 River Street, Suite 220 Greenville, South Carolina 29601 y . - 864-421-9999 www.synterracorp.com DRAWN BY: J. CHASTAIN DATE: 08/25/2016 CHECKED BY: C. SUTTELL DATE: 08 25 2016 4 PROJECT MANAGER: C. SUTTELL LAYOUT NAME: FIG 1-3 (GEOLOGY MAP) # DUKE ' ENERGY III} i 1 PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD <• MONCURE, NORTH CAROLINA FIGURE 1-3 GEOLOGY AND CROSS-SECTION r LOCATION MAP r Qg 2 QE 3 Qal V Qg 2 �a Q9 1 . PSG O 2PQg 2 O W J D; Z Ftc'O \ l F� Qal Qg 2 Qg 2 BOUNDARY \ Qal POWER LrGyT BOUNDARY-- Qal Qg 2 Qg l QE 3 0 FUTURE \ 1985 ASH BASIN �l Qg 1 ICLAN I 1 CAPE FEAR STEAM \ / `ELECTRIC PLANT R5 IS 0� O —.-i ASTE BOUNDARY CLAY NIT Qg l Qg Q8 ( Qg 2 Qg 1 Qg 3 l-i QaI c Qg 2 Qal p Qg 2 SOURCE: TIC / PLATE 1 GEOLOGIC MAP OF THE DEEP RIVER COALFIELD (CENTRAL PART) DOWNLOADED FROM THE NATIONAL GEOLOGIC MAP DATABASE AT http,.//ngmdb.usgs.gov/Prodese/proddese-4231.htm f In aevm.,anaeamca Zone of—d polished and Ae6 _ C" pWt, showing dip D¢shed wh re appmrimef¢!g loml¢d a� U — o — Favf aho,ri"g t.p evd plunge t ai3ckpp—i.; ds"hed here epPr'nurnsteB1 locet• d; U pthcawn dowpthmwn 'd" I as Vertid fault .......... ............ eeaaeeled �u<t Probebin fevlt 9� Strike end dip pf bade Straw and dip ofbede Shmufep pr¢gressiee dhaage afshik. ED Horieontd bad" Strike end dip of foliation k Strike of—timl foliation S =dd dipa°f PWsar grnntke mi- 9aarq' X P—Peet Pit Gmv 1 Pit Open t 15 Sh.R o DH4 Dmmnaddrill bola Fmm N. G C.I. and Emn. Sumer Eu1L 83 (Campbell and Kimball, 1933), and map by W. F.C¢oke, �� 1925 • d,;u nele • , • • • eT°• 1. o1 f N Sfa/e on'n Caroilna ° • ° o a ° a' ° ° ° �a a'' •e a Di--dd,i➢ hole • •. • e ° • e° Ea—.. and ass¢N¢tvs, 1930 ° ■ e °" fie ,p ° pcPOH Qg 3 Diemoaadrill hole Caul Pr duds, Inc, Z944 ° o `� • ° a 6 • •° ° •V ° O RDH 9 Di¢nd+lnll e° ne n • p ° Q9 3 em W. Waftar Dfedsoe and Co., 194546 (Dee Q BMDH E-I Qg 3 Diem. -&M hole a . a . 0 . • . o a . e ° S.Eamau al Mines, 1944-1948 �°,ra,aa-a.a�ae,� „ a_,,,. �,ea,a•. a a ° = GRAPHIC SCALE 1000 0 1000 2000 ° ace oe IN FEET 148 RIVER STREET, SUITE 220 ° a GREENVILLE, SOUTH CAROLINA 29601 '� • PHONE 864-421-9999 e`° • `e° www.synterracorp.com s�mTerraILAYOUCTFIG DRAWN BM MANAGER: HRISROBINSON DATE: 11/09/2015 \ PROJEMANAGER:LOGY SUTTDEEP RIVER) 1-4 (GEOLOGY DEEP RIVER) 09/13/2016 9:11 AM P:\Duke Energy Progress.1026\103. EXPLANATION SEDIMENTARY ROCKS Qal All—inm Slxanm daposils z Colluvium K Siepe wash daPpaita W a cy D81 O �g 2 Og 3 Tema gmvel dapoait" Unwruohdaled cltlay. sand, and 9mue/; Qo 1, fermce no. 1; tlg 2. -error. n . g; QA 3, Terrace nos. 9 and 4 I¢ Hi9b-1-1 —fi i d depoetw a U mrtwlidoiad euhffe sand and fight- F .mum cloy, !M pa then of white q—, gravel sha by black dots; W F parches oY mars.ppyra/1nod, brown .sand wFlh emam andpumlequaN"Us boles ahoum by red do}a Seaford f--- 6on; Yn,glomemte, Fmpmerds a/ melamamhlc mckr, shaven by hP/love black do&. and blocks of gmmla, shoam ey red dais, bedded in and inlerbeddetl wlrh red a dl—, .tl8srone. and sandsbne 7; :] Seaford formate.. Red, pumle, and pmp dapsfane, shale, sdfsfone, sandsrone, ana mnglomera/e; ranglomamte bads. akorsm by black dots real ,a ' U CLmnack formation N Cray nd block clapstone, shale, and stUsr°ne: pray sandstone andmre /_1 plomerare. Curt/aiu 6edso and a rbonaceaus shale fn laruar part. Gmdes tat r emilyy info rod beds W P°kin and f dforma Cam merate b gloeds shobV black dots bdlwn bl c •• by Pekin f atioo Red, Pumfe, and pray clagzlone, shale, alas—, sandafane, nd conglomwafe; wnplamerafe beds shown by black dots Pe11a fora d— h®al eonglomemle Parole, pprrwwyy artd red rang/amemfe udfh /n- l4rbeddad�spndsfanc, mnlofning neebles wbbfaa br qav z ana ma amamnir —k IGNEOUS ROCKS ^5 Li V) Diahaee tg � Inrndue dlkas d Irrmular shntrflke N es. umber ickn Indlcafu lness ,naf MElIj 1= amaita J ft 0: Liphlyray, aW&llka mn .f— U IWi. METAMORPHIC ROCKS P'ls U 51ata, echiel, sad gnats. N a UndIN¢ranflafad, famamharad dl- m rdary and ygn¢aas rock;; lnHudMp eanngq1¢merare, querrn'f¢, slot¢, rhVaflfa, F. W fudesife, d1"r/fG rlrpo8fic ana daUltc As ana Saws, aNdic ana basic ual- tt IL yc brd FT. yfill,-leldspar mfc¢ achlsl, and prygphVll7fe schis! Gnalagy by Bohn A. Rcinemund, 1951 FIGURE 1-4 GEOLOGIC MAP OF THE DEEP RIVER COAL FIELD DUKE ENERGY PROGRESS LLC CAPE FEAR STEAM ELECTRIC PLANT MONCURE, NORTH CAROLINA acin f;W Acccccm-- 11 1-11 IP\Fim ir.—I CAPF 11-11P 111111r;V nFFP -- dwa • SOURCE: • STRUCTURE AND LITHOLOGIC MAPS OF THE DEEP RIVER COAL FILED, CHATHAM, LEE, AND • MOORE COUNTIES, NORTH CAROLINA DOWNLOADED FROM THE NATIONAL GEOLOGIC MAP • • DATABASE AT http://ngmdb,usgs.gov/Prodese/proddesc_4231.htm F,fl w • / EXPLANATION ed _•�� . 1956l� High level surficial deposits ASH / WASTE BOUNDARY BASIN . • �/ • • e�eoc: o�o40D°Oe Shown only where lying on Triassic W •1 aapel%oea•a •• • • • •• /// ' • • 8.O •ucaQa 4 Sanford • • • I • •� •'/ • Conglomerate and fanglomerate formation CAPEFEAR STEAM •• ELECTRIC PLANT Numeral indicates maximum diameter, Cumnock t in centimeters, of Largest rock fragment formation �/ • • I . . • in fanglomerate Pekin d • • FUTURE 1985 • • / / • formation ASH `\ • • BASIN • • ♦ • : ,• • •• 4•�•4 1976 • • • ••t�a••Oo• Cumnock formation 3 \ ASIN • • • ` •o°•+••°• Between Sanford and Pekin formations,J- 19 ASH' undifferentiated IBASIN \ \ • _ — I . '• • . • • • . Quartz -cemented conglomerate 1970 • • "Millstone grit" ASH ASH 1v / • ' BASIN • J I • _ WASTE BOUNDARY •' •. Contact Pre -Triassic rocks WASTE BOUNDARY • • •� 1 • . • . • Fault Coal outcrop I : • flashed where approximately located Most faults with small displace I t • • Generalized lithofogy menu are not shown 00.' • O 0 0 O • • Axis of syncline C1aystone and silt4stone " 00 00100 O DO °Oo .° o o 55 6° o o° • • • . `` O O C • o O QO 00 Approximate direction of flow of stream • 0,0 0 0 O O 0 Oo 20600 at time sediment was deposited Shale . ` ♦ O Determined by study of cross -bedding O O O �� 0 0 0 000 • OO O 000 0 • • �`` 100 o 000 0000 0� 000 0 0 c13 000Q Dodo 0 000o c f •• `; ` 0 0 � pi 3 O O 0 0 40 o O Location of claystone specimen tJ o p 01 0 0 : 0 0 G° 0 listed in table 12 Sandstone 25 �o() -a - o 0 0 0 0• .• o O 1, o ° o �Q v e0 0 0 ` 0 �Q. O 0 0 0 0 0 0 cea led •• 0 • o0a 0 • o •� O 0 0 0.0 0 O 0 OOo Geology by Jahn A. Reinemund, 1950 • 0,000 o 0 00 0-00 ° 0• 0 0 •o0 0 0 area 00 0000 000 00.00.0 0 ooa0 oa0O °O C. 000 oO�p •O0 •000o0poQ • loon GRAPHIC S1000 2000 FIGURE 1-6 • 0 0 0 0 0 0 0 00 o p O o o 0 o O IN FEET LITHOLOGIC MAP OF 00 0 0 0 0 0 0 0 0 0 0 00 0 0 •0000 0 0 0 00 148 RIVER STREET, SUITE 220 THE DEEP RIVER COAL FIELD GREENVILLE, SOUTH CAROLINA 29601 • O 0 00 0000 0000 000 Oo ° 0 00 00 o0 0 PHONE864-421-9999 DUKE ENERGY PROGRESS LLC • O 0 Oo oD DO a 0 0 0 00o O 0 O O O O www.synterracorp.com CAPE FEAR STEAM ELECTRIC PLANT O • Terra DRAWN BY: ANTWAN ROBINSON DATE: 11/12/2015 E 0009 O 0 00 OO O Q OO 0� O QO 0° O Q 00 OO� :O 0 o 0 •` LAYOUT. MW-10 MW-15SL. 3k , r 447 BGMW-4 x y 1 1 SU ND lk "��"fffff ` � � .y •� I 700 ,i ,,�: �t MW-15 r ABMW-5S ±1 y3fy ■ { MW-16S I CMW-2 - �k'lf,r a! �� • ND r'e i�t a r-y♦;j"l4.'-'_ ++..++�+,' '. • R' / ! - MW-22S . *, a �MW-17SL I ■ A MW-17SU ND• t�=r��"; E^� d ; {+ 1 �-� I . , m �• ND • . � .� •f,r v v ■ •�•,♦ • I z PZ-2_ ♦�♦ CMW-5 !, r a • ♦ ' 1985 ASH S ♦.!`. BASIN R,79;r ♦, )+ a` MW-21SL t ! G ♦,ri,Yti a tw aMW-21SU- �106''q. I �15 ! ND rr. 1 ABMW-1S li '�„ r +L * ) y• I MW-23S 3900 PZ-5 1983ASH 14,920 BASIN NDf ABMW-4S PZ-3S I� CMW-8 ND 2500 • 1400 �,�, CMW-7 i �� • • ABMW-2SU ND �`�, ■ - 1 ■ 1 1 ti r GRAPHIC SCALE 420 210 0 420 840 IN FEET 148 RIVER STREET, SUITE 220 GREENVILLE, SOUTH CAROLINA 29601 -�" PHONE 864-421-9999 wwws n errac cC DRAWN BY: J. ROBERTS DATE: 08/31/2016 ynTerra PROJECT MANAGER: C. SUTTELL E CHECKED BY: C. SUTTELL rl LEGEND JD FIGURE 1-7 ISOCONCENTRATION MAP BORON IN SURFICIAL GROUNDWATER CAPE FEAR STEAM ELECTRIC PLANT MONCURE, NORTH CAROLINA r► ollop, .7143o4" " "'Y? 1 l } ` MW-156R MW-10D ` I I 459 � BASINy'ti1.'t ■ f'Ir«.` ♦ I t � ♦ MW-16BR CTMW-2 10♦�• :.. A� ♦ O{ ♦ MW-22BR ♦ MW-17BR I ?, ■ NDr�•�. 10 i '+r`�lMW-5BRR,,' I ♦, ■ �:. ' 1985 ASH S / < BASIN 5'79. ♦ ■ ; ®' A 76 ■ �,,�, ` �� • MW-23BR r IV4 �' 4 "� ��2,E ��• �, �` �ABMW-1BR � i,MW-23D� 1080 4 L `• Z': �p ■ �� ` �t 4 PZ-31D •+�„'4 * S 1978 -$ ASH ■ 421V 1963ASH ; . BASIN ^� ■ BA IN 1 �■ I a r r ■ CTMW-7 �^ 1 P v � ND ■ MW-9 1970 ASH BASIN GRAPHIC SCALE 420 210 0 420 840 IN FEET 148 RIVER STREET, SUITE 220 GREENVILLE, SOUTH CAROLINA 29601 PHONE 864-421-9999 wwws n errac cC DRAWN BY: J. ROBERTS DATE: 08/31/2016 ynTerra E PROJECT MANAGER: C. SUTTELL CHECKED BY: C. SUTTELL [l FIGURE 1-8 ISOCONCENTRATION MAP BORON IN BEDROCK GROUNDWATER CAPE FEAR STEAM ELECTRIC PLANT MONCURE, NORTH CAROLINA r► xx l 1 r 1�v 4. MW-10 MW-15SL \ J ND CMW-3 i 1.22 MW-15SU R� ND i ABMW-5S ■ _....', BGMW-4 - 1 6ASHAO 1 CMW-2 0 ♦�• 1.22 ♦� a s wil ,... - ° 0 MW-17SL ■ .� �� N�V `• t I ♦ pZ_2 •.� t - PZ-1 �•� CMW-5 !,, ■ Rom. ND 00 i MW-21SL •`• 1985ASH SR BASIN ♦ i . - s 4 J IND 7g� q, 6 ABMW-IS MW-23S r N-1 1963 ASH rTG PZ-5 ■ ®•. BASIN ` ND PZ-3S " - LEGEND CMW-8 ABMW-4S 978ASH ■ i' �, ND ND ASIN R ABMW-2SL ABMW-2SU CMW-7 3 1 ND ND ND �` ■ PZ-4 CMW-6 4 � • ' MW-19S I �' ■ ND � ` MW-12 MW_i RS 1 1970 ASH ` ■ BASIN ♦/ ABMW-3SR T ND Y �' l �" CMW-1 ■ ND MW-13 ', 1 ND � MW-20S., ND ■ GRAPHIC SCALE 420 210 0 420 840 -�� IN FEET 148 RIVER STREET, SUITE 220 � GREENVILLE, SOUTH CAROLINA 29601 PHONE 864-421-9999 wwws c DRAWN BY: J. ROBERTS DATE: 08/31/2017 erra �nT T C. R: C. SUTTELL PROJECT MANAGER, CHECKED BY: C. SUTTELL i _ ■ B' FIGURE 1-9 ISOCONCENTRATION MAP CHROMIUM IN SURFICIAL GROUNDWATER CAPE FEAR STEAM ELECTRIC PLANT MONCURE, NORTH CAROLINA r► MW-15BR 4� BGTMW-4 I. ABMW-5BR 1956 ASH BASIN MW-161IR WWI ¢'I CTMW-2 ��♦ I W ND . s � � • j,, Jam•. MW;22BR AMW-17BR I ■ .� NDr�•�• � I m ., ♦ I +MW-SBRR10 � I Rn 7 06 so • ��•1985ASH E t BASIN R797 ♦. ,. 21BR 1 •r0W • MW-23BR .�y MW-23D r : 'A ABMW-1BR ` ' '441 15f�'tiz 3.5 1 PZ-35 LEGEND ■ ` ♦ S , 1978 ASH ' CTMW-S BASIN 1 r, ler;{4. ND ND 1963ASH ,'• � � GTMW-7 �^ 1 ND ■ y ■ �, ND MW-9BR ND III 12RR 1 1970 ASH ` • ND RANCH E' BASIN • ABMW-36R, '� ND �' t 3`' • 1 ♦' CTMW-1 {` ■ ,� - ` ND 1 Y ` 1 MW-20BR s :REEK c90 ND GRAPHIC SCALE 420 210 0 420 840 • IN FEET '®-- 148 RIVER STREET, SUITE 220 GREENVILLE, SOUTH CAROLINA 29601 PHONE 864-421-9999 www s n eA"acor .com Terra DRAWN BY: J. ROBERTS DATE: 08/31/2016 PROJECT MANAGER: C. SUTTELL :E. CHECKED BY: C. SUTTELL FIGURE 1-10 ISOCONCENTRATION MAP CHROMIUM IN BEDROCK GROUNDWATER CAPE FEAR STEAM ELECTRIC PLANT MONCURE, NORTH CAROLINA CF-2 ON& mW-1 0 MW-1 5SL !,fMW-3 Fo —BGMW-4 0.07 mW!111 5SU ABMW-5S % 4 1956,rASH BASIN 10 .,4 CMW-2 MW-1 1 MW-22S ■ MW-17SL MW-17SU •• I • t"-- p IND 10 % o MW-21SL IND ABMW-1s 1985ACIrl IN D BASIN s PZ-5 3 AMSH BASIN KID 'fill BMW- S RMWAL mn . 1978 ASHAANM&� ND NQ BASIN ND ABMW7 CM-7 Z- IND ND 0.07 6 1970 8S ASH MW-1 2 MW-19s BASIN ABMW-3SR 0.07 ■ % Q os YYyay .-,ynTerra LEGEND ..... . CHROMIUM (VI) CONCENTRATION (pg/L) ND NOT DETECTED ABOVE REPORTING LIMIT CHROMIUM (HEXAVALENT) ISOCON INFERRED NC DHHS SCREENING VALUE CONTOUR ■ INTERPRETED LOCATION OF POSSIBLE DIABASE DIKE MONITORING WELL SAMPLED IN JANUARY, MARCH, OF JULY 2016 PRIVATE WATER SUPPLY WELL, SAMPLED AUGUST 2015 COMBINED COMPLIANCE BOUDNARY CCR SURFACE IMPOUNDMENT L CCR SURFACE IMPOUNDMENT COMPLIANCE BOUNDARY DUKE ENERGY PROGRESS PARCEL LINE NOTES: THE NORTH CAROLINA DEPARTMENT OF HEALTH AND HUMAN SERVICES HEALTH SCREENING LEVEL FOR CHROMIUM (VI) IS 0.07 g/L, NC DHHS MEMORANDUM, NOVEMBER 4, 2015, 2014 AERIAL ORTHOPHOTOGRAPHY OBTAINED FROM USDA NRCS GEOSPATIAL DATA GATEWAY (https://gdg.sc.egov.usda.gov/GDGOrder.aspx). DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83/2011). LE GRAPHICSCA 420 210 0 420 840 FIGURE 1-11 INE:MME30000MONE::::= ISOCONCENTRATION MAP INFEST 148 RIVER STREET, SUITE 220 CHROMIUM (VI) IN SURFICIAL GROUNDWATER GREENVILLE, SOUTH CAROLINA 29601 CAPE FEAR STEAM ELECTRIC PLANT PHONE 864421-9999 www,svn,erracoa),cQM MONCURE, NORTH CAROLINA DRAWN BY: J. ROBERTS DATE: 08/31/2016 PROJECT MANAGER: C. SUTTELL I CHECKED BY: C. SUTTELL 4 t A!' -15BR _BGTMW-4 ND ■ ov ............ . . . . . . . . . . . . . . - - - - - - - - MW-16BR lit V14 MW-17BR IN III L 10 M *5*E R R NQ 1985ASH MW,-21 BR T. 7 7 6058 BASIN■ MW-23D 6 A", I * I - ABMW-1BR .0!09 z 0.091 hn -23RR .4. 1978 ASH BASIN BASIN 0.07. 1" WIWI" M 0.11 NQ IVI. I z 0 1970 ASH BASIN It n 44 % % MW-20BR ■ %. GRAPHIC SCALE 420 210 0 420 840 IN FEET 148 RIVER STREET, SUITE 220 GREENVILLE, SOUTH CAROLINA 29601 PHONE 864A21-9999 ,ynTerra www.svnler-corp.cQM DRAWN BY: J. ROBERTS DATE: 08/31/2016 PROJECT MANAGER: C. SUTTELL CHECKED BY: C. SUTTELL PADuke Enerqv Proqress,1026\00 GIB BASE DATA\Cape F N 4p, LEGEND 1 CHROMIUM (VI) CONCENTRATION (pg/L) ND NOT DETECTED ABOVE REPORTING LIMIT CHROMIUM (HEXAVALENT) ISOCON INFERRED NC DHHS SCREENING VALUE CONTOUR INTERPRETED LOCATION OF POSSIBLE DIABASE DIKE MONITORING WELL SAMPLED IN JANUARY, MARCH, OR JULY 2016 PRIVATE WATER SUPPLY WELL, SAMPLED AUGUST 2015 COMBINED COMPLIANCE BOUDNARY CCR SURFACE IMPOUNDMENT CCR SURFACE IMPOUNDMENT COMPLIANCE BOUNDARY E_ DUKE ENERGY PROGRESS PARCEL LINE NOTES: THE NORTH CAROLINA DEPARTMENT OF HEALTH AND HUMAN SERVICES HEALTH SCREENING LEVEL FOR CHROMIUM (VI) IS 0.07 Ng/L. NC DHHS MEMORANDUM, NOVEMBER 4, 2015. 2014 AERIAL ORTHOPHOTOGRAPHY OBTAINED FROM USDA NRCS GEOSPATIAL DATA GATEWAY (https://gdg.sc.egov.usda.gov/GDGOrder.aspx). DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83/2011). FIGURE 1-12 ISOCONCENTRATION MAP CHROMIUM (VI) IN BEDROCK GROUNDWATER CAPE FEAR STEAM ELECTRIC PLANT MONCURE, NORTH CAROLINA r► . `IV -is, MW-15BR 4� ND BGTMW-4 I '. ABMW-5BR it _ ■ , .� �, r _ �, - 1956 ASH Y BASIN ? ' ■ MW-16BR rr CTMW-2. ��♦ I � r ND l F Ia" MW;22BR A MW-17E I ■ 'r 10 i MW-5BRR I 'b ■ `� 1985ASH S 4*�� I MWc2113R e t BASIN R79 �� ■ :~ itsr� ND 76 ■ ABMW-16R ` �, � MW 236R i IN 1a. r.N f3 �� ♦ -�. Pz3D ®� LEGEND 1'1 } 1978 ASH ■ H, BASIN1963�AS�' � � , . � ; ',• BASIN; ti' ` Al + 1 i' N■ r4. � � , � CTMW-7 �1 ■ 1 ". ld S MW 6BR ■ MW-9 MW-9BR y as MW-12BR 1970 ASH _ �r 4, J ; jND�l 4 , 1 ■ I / BASINS.. ° ND I GRAPHIC SCALE 420 210 0 420 840 IN FEET 148 RIVER STREET, SUITE 220 GREENVILLE, SOUTH CAROLINA 29601 PHONE 864-421-9999 Term DRAWN s n er1. RO .Rom yn DRAWN BY: J. MANAGER: C. DATE: 08/31/2016 e,�sr . . PROJECT MANAGER: C. SUTTELL CHECKED BY: C. SUTTELL FIGURE 1-14 ISOCONCENTRATION MAP COBALT IN BEDROCK GROUNDWATER CAPE FEAR STEAM ELECTRIC PLANT MONCURE, NORTH CAROLINA Iris, s ckov ki Vc -4111 It R 260 m mw- BR 182 MW-5BRR 4b , MV,,21 BR 1985ASH BASIN ABIVIW-113 m 3D 357 223 MW-23BR 358- PZ-3D TBASH 4 -. '.BASIN 177P, S N C m JA mw-9 MW ,;.6 13 R 6158 .- * 't ". MW-9BR l, ■i.A 'MW:12BRSo I. 0 ASH 650 ■ SIN 4 Q M -20BR ■ 28 e .1 GRAPHIC SCALE 420 210 0 420 840 IN FEET 148 RIVER STREET, SUITE 220 GREENVILLE, SOUTH CAROLINA 29601 PHONE 864-421-9999 ww DRAWN BY: J. ROBERTS DATE: 08/31/2017 b1i 9 4k 1-9 .1 Term PROJECT MANAGER: C. SUTTELL CHECKED BY: C. SUTTELL LEGEND FIGURE 1-18 ISOCONCENTRATION MAP MANGANESE IN BEDROCK GROUNDWATER CAPE FEAR STEAM ELECTRIC PLANT MONCURE, NORTH CAROLINA J t y 4O� wo�2 —BGMW-4 MW-15SU I BASIN 1 °,%► ,�; SS/ O ■ �,.: _ , MW-16S c i�� OD = � ■ I — >w� 30 ` y • .. 500 , ♦ _.r `f10/ MW-22S i MW-17SL �� PZ-2 i i . y 'xC.r- MW-17SU �., CMW-5 4279 Magi 1985 ASH BASIN (`MW-;lsu `_ SRr9 546 ? 76 , c 1 �_,loo i MW-23S ABMW-1S ■ x, .. 76 PZ-39 1963 SH BASIN ` } , X P 5 -354 1 BMW 2SLb 1978 ASH ■ A. � 54 BASIN ABMW-2SU ABMW-4S 712 /tr ! ■ 189 Soo CMW-7 k ■ % i ■ I I • r 1 •% PZ-4 CMW-6 1 i MW-19S 1 � •��oo�.�•MW-18S n 1 i 1970ASH I MW-12 88 , '237 ` ■ BASIN N 1A�7 � ■ 4,, >r. MW-20S= GRAPHIC SCALE I{ 420 210 0 420 840 1 .f, IN FEET 148 RIVER STREET, SUITE 220 ®-�y- GREENVILLE, SOUTH CAROLINA 29601 P PHONE 864-421-9999 www n or m DRAWN BY: J. ROBERTS DATE: 08/31/2017 T` rra PROJECT MANAGER: NAGER: C. SUTTELL CHECKED BY: C. SUTTELL 1Z.'J ,S: •w 4 't LEGEND 1 TOTAL STRONTIUM CONCENTRAION ND NOT DETECTED ABOVE REPORTING LIMIT --- STRONTIUM ISOCON CONTOUR INFERRED INTERPRETED LOCATION OF POSSIBLE DIABASE DIKE MONITORING WELL SAMPLED IN JANUARY, MARCH, OF JULY 2016 PRIVATE WATER SUPPLY WELL, SAMPLED AUGUST 2015 COMBINED COMPLIANCE BOUDNARY CCR SURFACE IMPOUNDMENT L . _ : _ ! CCR SURFACE IMPOUNDMENT COMPLIANCE BOUNDARY DUKE ENERGY PROGRESS PARCEL LINE NOTES: THE REPORTING DETECTION LIMIT (RDL) OF STRONTIUM IS <5 mg/L 2014 AERIAL ORTHOPHOTOGRAPHY OBTAINED FROM USDA NRCS GEOSPATIAL DATA GATEWAY (https://gdg.sc.egov.usda.gov/GDGOrder.aspx). DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83/2011). FIGURE 1-19 ISOCONCENTRATION MAP STRONTIUM IN SURFICIAL GROUNDWATER CAPE FEAR STEAM ELECTRIC PLANT MONCURE, NORTH CAROLINA �® .92 1000 '�, i 500 w ,sABMBRy, ... 294 L ■ 4 1 1956 ASH' " ■ BASIN 1 1 MW-16BR • 4 'MW-2 ♦ 3 MW-22BR 'c !♦ : �r.f ►500 I - ` r10- �. • �, �� , • NIW-5' BRR' MWr21BR R7 976,', 113' �ABMW-1BR a -_ .MW23E 1985ASH I961 r "+ BASIN 1 rS00 ` A PZ-3D • 633 .. 1 v1978ASH >i�i �' � �■, CTMW-8 BASIN i. ^ , 1 4 1 1963 ASH • �� ■ BASIN !-' 1 A.' p. ■ � • 1 CTMW-74 • ♦ ■ I 1 I ■� - MW-613R • • I .., 1 1970ASH ■ t, a ■ BASIN ABMW-3BR �' MW-1'2BR 1 590 1 ♦' 493 ■ CTMW-1" ■ 576 1 MW-206R �90 323 + . ,:ynTerra fAi bAr'6e4-- - R GRAPHIC SCALE 420 210 0 420 840 148 RIVER STREET, SUITE 220 GREENVILLE, SOUTH CAROLINA 29601 PHONE 864-421-9999 wwwsvnterracorn.com DRAWN BY: J. ROBERTS DATE: 09/12/2016 PROJECT MANAGER: C. SUTTELL CHECKED BY: C. SUTTELL T h t LEGEND 1 TOTAL STRONTIUM CONCENTRATION ND NOT DETECTED ABOVE REPORTING LIMIT -- STRONTIUM ISOCONCENTRATION CONTOUR INFERRED INTERPRETED LOCATION OF POSSIBLE DIABASE DIKE MONITORING WELL SAMPLED IN JANUARY, MARCH, OR JULY 2016 PRIVATE WATER SUPPLY WELL, SAMPLED AUGUST 2015 COMBINED COMPLIANCE BOUDNARY CCR SURFACE IMPOUNDMENT 1 ! CCR SURFACE IMPOUNDMENT COMPLIANCE BOUNDARY DUKE ENERGY PROGRESS PARCEL LINE NOTES: THERE IS NO NORTH CAROLINA 2L FOR STRONTIUM. 2014 AERIAL ORTHOPHOTOGRAPHY OBTAINED FROM USDA NRCS GEOSPATIAL DATA GATEWAY (https://gdg.sc.egov.usda.gov/GDGOrder.aspx). DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83/2011). FIGURE 1-20 ISOCONCENTRATION MAP STRONTIUM IN BEDROCK GROUNDWATER CAPE FEAR STEAM ELECTRIC PLANT MONCURE, NORTH CAROLINA g ` `VV ...., f t MW-15SIJ J,. MW-10 ' MW-15SL 800 I�� tr,1 510 _ 44 �s m �BGMW-4 ' CMW-3 ` r ABMW 5S / 1956 ASH 11 oo` BASIN n..'ypj . I MW-16S L�+: O ♦ • I CMW-2+h ��• j51�0'i +N; .�100 f I • MW-11 o fi• 310 i� MW-17SU,� •PZ`2s�' ♦ �' I ♦ 't I 1 �♦��135 MW-21SU ■ ■ �'♦.. 1 ♦`♦ 1985 ASH ABMW-1 S SR �g76 BASIN I %IMW-23S c 1 ■ PZ-3S I 1 \ PZ-5 1 270 ■ •�2So � 1 ■ 7 %' 1 �1 PZ-4 CMW-'6 150 ■ ur+auv r • / ABMW-3SR r �% MW-13 1 � CMW-1 I 1 .( ♦ MW-20S ■ ,iynTerra GRAPHIC SCALE 420 210 0 420 840 148 RIVER STREET, SUITE 220 GREENVILLE, SOUTH CAROLINA 29601 PHONE 864421-9999 wwwsvnterracorn.com DRAWN BY: J. ROBERTS DATE: 08/31/2016 PROJECT MANAGER: C. SUTTELL CHECKED BY: C. SUTTELL LEGEND 1 TOTAL SULFATE CONCENTRATION (mg/L) ND NOT DETECTED ABOVE REPORTING LIMIT --- SULFATE ISOCONCENTRATION CONTOUR INFERRED NORTH CAROLINA 2L CONTOUR INTERPRETED LOCATION OF POSSIBLE DIABASE DIKE MONITORING WELL SAMPLED IN JANUARY, MARCH, O JULY 2016 PRIVATE WATER SUPPLY WELL, SAMPLED AUGUST 2015 COMBINED COMPLIANCE BOUDNARY CCR SURFACE IMPOUNDMENT CCR SURFACE IMPOUNDMENT COMPLIANCE BOUNDARY DUKE ENERGY PROGRESS PARCEL LINE NOTES: THE NORTH CAROLINA 2L FOR SULFATE IS 250 mg/L 2014 AERIAL ORTHOPHOTOGRAPHY OBTAINED FROM USDA NRCS GEOSPATIAL DATA GATEWAY (https://gdg.sc.egov.usda.gov/GDGOrder.aspx). DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83/2011). FIGURE 1-21 ISOCONCENTRATION MAP SULFATE IN SURFICIAL GROUNDWATER CAPE FEAR STEAM ELECTRIC PLANT MONCURE, NORTH CAROLINA L \ MW-1 4 '\. R • • �BGTMW-4 I iABASIN � MW-166R M W-2 a .. 110 � i 1! 10 - 0 �at� MW-22BR I 10 AT i ■ MW-.1;7,BR I ■ ♦• 25,0�•�• ` I �` . ♦ MW-5BRR I i •� $ H 41. W-21BR " 1 BASINSR797 ABMW-1BR 6 B MW'{1m. AN V-8. 1978 ASH 1963ASF115 BASIN f BASIN; IVI VV-L3U PZ 3D 1 � 1 r GRAPHICSCALE �420 210 0 420 840 tZ a� IN FEET 148 RIVER STREET, SUITE 220 GREENVILLE, SOUTH CAROLINA 29601 PHONE 864421-9999 Terrawww. n rr or . m DRAWN BY: J. ROBERTS DATE: 118/31/2016 PROJECT MANAGER: C. SUTTELL ' •Ile' ;1; CHECKED BY: C. SUTTELL t' I 7�A' - r LEGEND 1 TOTAL SULFATE CONCENTRATION (mg/L) ND NOT DETECTED ABOVE REPORTING LIMIT --- SULFATE ISOCONCENTRATION CONTOUR INFERRED NORTH CAROLINA 2L CONTOUR 1 1 1 1 1 1 INTERPRETED LOCATION OF POSSIBLE DIABASE DIKE MONITORING WELL SAMPLED IN JANUARY, MARCH, OF JULY 2016 PRIVATE WATER SUPPLY WELL, SAMPLED AUGUST 2015 COMBINED COMPLIANCE BOUDNARY CCR SURFACE IMPOUNDMENT CCR SURFACE IMPOUNDMENT COMPLIANCE BOUNDARY DUKE ENERGY PROGRESS PARCEL LINE NOTES: THE NORTH CAROLINA2L FOR SULFATE IS 250 mg/L 2014 AERIAL ORTHOPHOTOGRAPHY OBTAINED FROM USDA NRCS GEOSPATIAL DATA GATEWAY (https://gdg.sc.egov.usda.gov/GDGOrder.aspx). DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83/2011). FIGURE 1-22 ISOCONCENTRATION MAP SULFATE IN BEDROCK GROUNDWATER CAPE FEAR STEAM ELECTRIC PLANT MONCURE, NORTH CAROLINA 14 I ,'m CF-2 + MW-10 MW-15SL MW-15SU f lr 180 BGMW-4 — r ` �3A •,t 150 250 o�g H ABMW-5S / BAS N I -,�' • r .0 10 7, u F, CMW-21 r '' C) 540ul) 80-17,SU- 1 ♦ PZ-1 • `� �� 620 ■ 1 os �. MW-21SL o 1Ff i 03 0; 01 MW-21SU r ,'i ■ 1963 ASH BASIN C 1 MW-19S ' 1970 ASH 28 BASIN ■ ♦ CMW-1 _ MW 13 1 150 r� ' MW-20S ■ 1985 ASH `I BASIN ABMWAS 1360 I � , MW-23S 3 87 PyZ-3S LEGEND 580 1 TOTAL DISSOLVED SOLIDS (TDS) (mg/L) ND NOT DETECTED ABOVE REPORTING LIMIT �' --- TDS ISOCONCENTRATION CONTOUR INFERRED NORTH CAROLINA 2L CONTOUR INTERPRETED LOCATION OF POSSIBLE DIABASE DIKE MONITORING WELL SAMPLED IN JANUARY, MARCH, OR JULY 2016 CMW-8 330 O PRIVATE WATER SUPPLY WELL, SAMPLED AUGUST 2015 MW-18S 1 COMBINED COMPLIANCE BOUDNARY 450 CCR SURFACE IMPOUNDMENT CCR SURFACE IMPOUNDMENT COMPLIANCE BOUNDARY DUKE ENERGY PROGRESS PARCEL LINE NOTES: THE NORTH CAROLINA 2L FOR TOTAL DISSOLVED SOLIDS IS 500 mg/L. 2014 AERIAL ORTHOPHOTOGRAPHY OBTAINED FROM USDA NRCS i GEOSPATIAL DATA GATEWAY (https://gdg.sc.egov.usda.gov/GDGOrder.aspx). DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA y t STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83/2011). GRAPHIC SCALE 420 210 0 420 840 FIGURE 1-23 ` IN FEET ISOCONCENTRATION MAP 148 RIVER STREET, SUITE 220 TOTAL DISSOLVED SOLIDS IN SURFICIAL GREENVILLE, SOUTH CAROLINA 29601 PHONE 864-421-9999 W rr m GROUNDWATER CAPE FEAR STEAM ELECTRIC PLANT ,-ymTerra O DRAWN BY: J. ROBERTS DATE: 08/31/2016 PROJECT MANAGER: C. SUTTELL MONCURE NORTH CAROLINA CHECKED BY: C. SUTTELL P:\Duke Ener Pro ..s 1026\00 GIB BASE DATA\Ca e Fear\Ma Docs\CSA Su lement\PDF\Individual Maps Isocon Lines\TDS In Surf,mxd t ® �.—BGTMW-4 - MW=1OD • T70 �500 1a00 I • -56R '� ■ 1 ,4 4956 ASH,, �''S # y i ,4 MW-16BR W72 F� yy Y ;2BRJ�l • s ■ ' } 3 � MW-T7BR I -," ■ R 01 / ` IMW-SBRR - -, ■ 230 q, }�` 76 ♦ ■ +++' 71� ABMW-TBR MW-23D • MW-23BFt ,, 1985 ASH BASIN Pz-3D ' y., 1978 ASH ' TMW 8 t BASIN l50 � � � ■ + F 340 a 1 Ir 4 1970 ASH `. ♦,• MW-6EsR BASIN / MW-42BR 620 W-3BR ,• `i t ■ 41 w y ti _ CTMW-1 ■ � . i *Alo . 5 y ♦ 1 • ♦� MW-20BR iynTerra L � ' GRAPHIC SCALE 420 210 0 420 840 148 RIVER STREET, SUITE 220 GREENVILLE, SOUTH CAROLINA 29601 PHONE 864-421-9999 wwwsvnterracorn.com DRAWN BY: J. ROBERTS DATE: 08/31/2016 PROJECT MANAGER: C. SUTTELL CHECKED BY: C. SUTTELL LEGEND 1 TOTAL DISSOLVED SOLIDS (TDS) (mg/L) ND NOT DETECTED ABOVE REPORTING LIMIT --- TDS ISOCONCENTRATION CONTOUR INFERRED NORTH CAROLINA 2L CONTOUR INTERPRETED LOCATION OF POSSIBLE DIABASE DIKE MONITORING WELL SAMPLED IN JANUARY, MARCH, OF JULY 2016 PRIVATE WATER SUPPLY WELL, SAMPLED AUGUST 2015 COMBINED COMPLIANCE BOUDNARY CCR SURFACE IMPOUNDMENT CCR SURFACE IMPOUNDMENT COMPLIANCE BOUNDARY DUKE ENERGY PROGRESS PARCEL LINE NOTES: THE NORTH CAROLINA 2L FOR TOTAL DISSOLVED SOLIDS IS 500 mg/L. 2014 AERIAL ORTHOPHOTOGRAPHY OBTAINED FROM USDA NRCS GEOSPATIAL DATA GATEWAY (https://gdg.sc.egov.usda.gov/GDGOrder.aspx). DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83/2011). FIGURE 1-24 ISOCONCENTRATION MAP TOTAL DISSOLVED SOLIDS IN BEDROCK GROUNDWATER CAPE FEAR STEAM ELECTRIC PLANT MONCURE, NORTH CAROLINA MW-70D 4� MW-10BR ND MW-756R 0.862 2.83 BGTMW-4 " J' MW-706RL Np � � �� ABMW-5BR ,: ■ .. _ - .. , ... � ... ., _ _ . i l *r7� BAjiSL■N�.h� ■ r MW-16BR 'fMW-2 ; F I Y . �� ,ti �"_ #;' f� f y ' � t� . � d' < Y /+ ■ ` .a � / 4A�. •' l MW-176R`fiw' ■ \ MW-22BR ■ .l't I I .'�•, ,BMW-SBRR ! ■ ice. .010 +o 1985ASH S`'41� BASIN R7g76 MW-27BR ABMW-1BR `' MW-23D MW-23BR �h^ LEGEND 1978ASH c ;�.', IPZ-3D ' CTMW-8 BASIN+ ND 1963ASH BASIN t, I 'r CTMW-7 M W-9 BMW-6BR MW-9BR;, I r " 06 ND.� s ND ` 420 210 GRAPHICSC420 084.0 FIGURE 1-26 NFEET ISOCONCENTRATION MAP 148 RIVER STREET, SUITE 220 VANADIUM IN BEDROCK GROUNDWATER PrHON 864-4219999nRouNnzssoi CAPE FEAR STEAM ELECTRIC PLANT Term WWWs 2I1.RO Rom MONCURE, NORTH CAROLINA �m DRAWN BY: J. MANAGER: C. DATE: 09/12/2016 e,�sr . . PROJECT MANAGER: C. SUTTELL CHECKED BY: C. SUTTELL r: 800 700 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 600 J 500 a 400 0 300 m 200 100 0 11/1/2010 3/15/2012 7/28/2013 12/10/2014 4/23/2016 Sample Date t BGMW-4 f BGTMW-4 MW-16S ---)<—MW-16BR x MW-15SU MW-15SL MW-15BR Detection Limit (50 µg/L) — — 15 NCAC 02L Standard 1800 1600 1400 1200 E 1000 800 M 600 400 200 11/1/2010 3/15/2012 7/28/2013 12/10/2014 4/23/2016 Sample Date —�— BGMW-4 —F BGTMW-4 MW-16S MW-16BR MW-15SU MW-15SL MW-15BR — — 15 NCAC 02L Standard 2000 1500 J 4p 1000 N 500 — — — — — — — — — — — — — — — — — — — — — — — — — - 0 11/1/2010 3/15/2012 7/28/2013 12/10/2014 4/23/2016 Sample Date t BGMW-4 f BGTMW-4 MW-16S MW-16BR MW-15SU MW-15SL MW-15BR — — 15 NCAC 02L Standard FIGURE 1-27 148 RIVER STREET, SUITE 220 GREENVILLE, SOUTH CAROLINA 29601 TIME VERSUS CONCENTRATION PHONE 864-421-9999 www.synterracorp.com BGMW-04, BGTMW-04, MW-16S, MW-1613R, RAWN OJECTM K. MANAGER: C. DATE: JUNE2016 PROJECT MANAGER C. SUTTELL PROJECT MW-15SU, MW-15SL, MW-15BR synTerr LAYOUT: CAPE FEAR STEAM ELECTRIC PLANT P:\Duke Energy Progress.1026\103. Cape Fear Ash Basin GW AsBGMWn BGTM_4 MW1 S—MW16BR M 153U—GDREL X_BGM W4_BGTMW4_MW 16S_MW 16BR_MW 155U_MW 155L_MW MONCURE, NORTH CAROLINA 1400 1200 1000 J \ 800 — — — 0 600 — — — — — — — — — — — — — — — — — 0 m 400 200 0 12/15/2010 4/28/2012 9/10/2013 1/23/2015 6/6/2016 Sample Date —CMW-3 MW-10BR — — 15 NCAC 02L Standard 450 400 350 300 \ oa E 250 — — — — — — — — — — — — — — — — — — — — 200 w 150 100 50 0 12/15/2010 4/28/2012 9/10/2013 1/23/2015 6/6/2016 Sample Date CMW-3 MW-10BR — — 15 NCAC 02L Standard 800 700 600 �500 -- -- — — — — —------------ 400 0 300 200 100 0 12/15/2010 4/28/2012 9/10/2013 1/23/2015 6/6/2016 Sample Date CMW-3 MW-10BR — — 15 NCAC 02L Standard FIGURE 1-28 TIME VERSUS CONCENTRATION 148 RIVER STREET, SUITE 220 GREENVILLE, SOUTH CAROLINA 29601 PHONE864-421-9999 www.scom CMW-3 MW-10BR DRAW BY: Kcor OVA DRAWN BY: K. DONOVAN DATE: PROJECT MANAGER C. SUTTELL JUNE 2016 f CAPE FEAR STEAM ELECTRIC PLANT LAYOUT: s�mTerra P:\Duke Energy Progress. Cape Fear Ash Basin MONCURE, NORTH CAROLINA GW Assessment\19.EG_CSASUP\Figures\Time vs Conc\FIGURE 1-X CMW3 MW10BR.pptx 5000 4000 J 3000 2000 0 m 1000 0 2/15/2015 300 — — — — — — — — — — — — — - mw—*� — — — — — Z — — 4/6/2015 5/26/2015 7/15/2015 9/3/2015 Sample Date t CMW-06 —F MW-12BR PZ-02 — — 15 NCAC 02L Standard 250 200 ova E m w „AI 100 50 0 2/15/2015 10/23/2015 12/12/2015 1/31/2016 MW-12 Detection Limit (50 µg/L) 4/6/2015 5/26/2015 7/15/2015 9/3/2015 10/23/2015 12/12/2015 Sample Date 1/31/2016 —� CMW-06 —F MW-12BR MW-12 ---x— PZ-02 — — 15 NCAC 02L Standard 800 700 600 500 ao 400 0 300 200 100 0 2/15/2015 4/6/2015 5/26/2015 CMW-06 f MW-12BR 7/15/2015 9/3/2015 10/23/2015 12/12/2015 1/31/2016 Sample Date MW-12 ---x— PZ-02 — — 15 NCAC 02L Standard 148 RIVER STREET, SUITE 220 FIGURE 1-29 GREENVILLE, SOUTH CAROLINA 29601 PHONE864-421-9999 TIME VERSUS CONCENTRATION wRAW BY: Kcor OVA CMW-6 MW-12 MW-12BR PZ-02 com 41P DRAWN BY: K. DONOVAN DATE: JUNE 2016 f f f symTerra PROJECT MANAGER C. SUTTELL LAYOUT: CAPE FEAR STEAM ELECTRIC PLANT P:\Duke Energy Progress.1026\103. Cape Fear Ash Basin MONCURE, NORTH CAROLINA GW Assessment\19.EG_CSASUP\Figures\Time vs Conc\FIGURE 1-X CMW6 MW12 MW12BR PZ02.pptx 1600 1400 1200 J 1000 ZL = 800 0 600 m 400 200 -�. 0 11/1/2010 3/15/2012 7/28/2013 12/10/2014 4/23/2016 Sample Date t CMW-7 —F CTMW-7 CTMW-8 CMW-8 — — 15 NCAC 02L Standard Detection Limit (50 µg/L) 300 250 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — 200 ova E a w 100 50 0 11/1/2010 3/15/2012 7/28/2013 12/10/2014 4/23/2016 Sample Date CMW-7 f CTMW-7 CTMW-8 CMW-8 — — 15 NCAC 02L Standard 700 600 500 --- — -- J 400 E vt 300 0 200 100 0 11/1/2010 3/15/2012 7/28/2013 12/10/2014 4/23/2016 Sample Date CMW-7 f CTMW-7 CTMW-8 CMW-8 — — 15 NCAC 02L Standard FIGURE 1-30 TIME VERSUS CONCENTRATION 148 RIVER STREET, SUITE 220 GREENVILLE, SOUTH CAROLINA 29601 PHONE864-421-9999 www.scom CMW-7 CTMW-7 CMW-8 CTMW-8 f f 7 DRAW BY: Kcor OVA DRAWN BY: K. DONOVAN DATE: JUNE 2016 PROJECT MANAGER C. SUTTELL CAPE FEAR STEAM ELECTRIC PLANT LAYOUT: symTerra P:\Duke Energy Progress. 1 026\1 03. Cape Fear Ash Basin MONCURE, NORTH CAROLINA GW Assessment\19.EG_CSASUP\Figures\Time vs Conc\FIGURE 1-X CMW7 CTMW? 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S 7170 I FTI SECTION A -A' FACING NORTHWEST COAL ASH OMIX OF COAL ASH AND SOIL FILL MATERIAL OCLAY WITH SILT AND FINE SAND OSAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE ® WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) • ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) - BEDROCK WATER LEVEL (JULY 12 & 13, 2016) SOIL SAMPLE W WELL SCREEN SOURCES: _- DRAWING HAS BEEN SET WITH A PRO'. ECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM RIPS NAD SE LECTTOPOGRAPHICADIUSTMENTS BASED ON SITE SUR EYAND COMPARISON TO AERIAL PHOTOGRAPH NOTE: LD CONTOUR LINES ARE USED FOR REPRESENTATI:E PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSESE. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE I— . SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT 'SEPTEMBER D_ CONCENTRATIONS SHOWN ARE FROM THE=ANUARYIWARCHi-AR LULY SAMPLINGS ENTS. Di IMAC ALUEE UALS I- 1 , Ir.�TOANADIUM GRAPHIC SCALE 141, 300 0 300 600 Terra IN FEET HORIZONTAL: 1"=300' 30 0 30 60 148 River Street, Suite 220 Greenville, South Carolina 29601 IN FEET 864-421-9999 VERTICAL: 1"=30' www.synterracorp.com DRAWN BY: K. ST.CYR DATE: 8 3: CHECKED 8Y: C. SUTTELL DATE: 8/3' PROJECT MANAGER: C. SUTTEL LAYOUT NAME: A FIGURE 1-31 SECTION A -A' �' DUKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-31 GEOLOGIC CROSS SECTION A -A' 250 240 230 220 210 200 190 180 o 170 — 1n m 160 d W 150 140 130 120 110 100 90 80 70 60 g I111111111111111111111111111111111111111111111111111111111111111111111111111111O I11111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111111111111111111111111111111111111 I111111111111111111111111 -- 1111111111-- 111111,. ._. = NINON _____ -_ ----�_�I F MINI1l�I111111/ .I. _`i■i��■■■■► 111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIII 11111111111111111111111-- 1111111111111111 IIIIIIIIIIII J111111111111 1111111111111111 111111111111 _ 'llllllllll I11111111 11111 IIIIIIIIIIII (■�ii■i■in�i■iir "` '`�_111111111' `■■■■■r' 1I1111111111111 ---.■■iI11111111111��i■■■■■■■�nl �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111 1111111111111111111111111111111111111111111111 ,, �� 11111111111111111111111111111111111111111111111111111 ■■■■■� _, ,�� III 111111111111111111111111111111111111111111111111111111 I111111 _' I1111111111111111111111111111111111111111111111111111111111111111111 O O O O O O O O O O O O O O O O O O o O O O O O O O O O O O O O O O O O O O O O O O + O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O NORTHWEST Station (feet) SECTION B-B' FACING NORTHEAST LU W 2 to _ H W Z J _ 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o m 60 0000000000000000000000000000000000000000000000a� N M V I[J f9 n W 01 O N M r IQ b r W m O N M r Lo to r W W O N M r Lo f9 n W m O N M r N fp n IA Om V V V V V V O V Lo N N IU. N o N Io lD N w m m . . w . b f0 n n n n r n r n r r . 00 N aD W . a0 W W . Station SOUTHEAST (feet) SECTION B-B' FACING NORTHEAST COAL ASH MIX OF COAL ASH AND SOIL _ FILL MATERIAL ® CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL _ SAPROLITE _ WEATHERED ROCK _ MUDSTONE BEDROCK OSANDSTONE BEDROCK ® POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) • ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) • BEDROCK WATER LEVEL (JULY 12 & 13, 2016) GRAPHIC SCALE 300 0 300 600 solL IN FEET SAMPLE HORIZONTAL: 1"=300' 1 WELL SCREEN 30 0 30 60 IN FEET VERTICAL: 1-30' SOURCES: 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM RIPS 3200 (NAD 83). 2. SELECTTOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEYAND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE I-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS. SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L VALUE EQUAL: 700 micrograms per liter for BORON 0 J 141, ca °_o ` synTerm W 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN Y. K. ST.CYR DATE: 8/31 CHECKED BY: C. SUTTELL IDATE, 8/31 PROJECT MANAGER: C. SUTTELL DUKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-32 GEOLOGIC CROSS SECTION B-B' 0 0 LEGEND 4 C C• m — L1J <p U Q IT - O—F L� ED fl n m ASH BASIN mmm 0_ ¢ Q ¢ -. I /.) U o (L�Q- L9 �� H — Q O ED °°° 1111111111111i�lllil��llill�il�ii��ri��liilr1111111111 °°° w'- 1111111111111111�®"�� 111111111111111111111111111 ®®�1111111111111111 111111111111111�� --____ , <'��11111111 I. �� . °® L1 m B 61 61 e eH H H H Ha e e e e e e e e g SOUTHWEST NORTHEAST S �®0 SECTION C-C' FACING NORTHEAST Q E] J w GRAPHIC SCALE 300 0 300 600 IN FEET HORIZONTAL: 1"=300' 30 0 30 60 IN FEET VERTICAL: 1"=30' COAL ASH OMIX OF COAL ASH AND SOIL _ FILL MATERIAL CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL _ SAPROLITE _ WEATHERED ROCK _ MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) • SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) WELL SCREEN SOURCES: DRAWING HAS BEEN SET WITH A PRO ECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM LIPS HAD SELECT TOPOGRAPHIC AD USTMENTS BASED ON SITE SUR EY AND COMPARISON TO AERIAL PHOTOGRAPH NOTES CONTOUR LINES ARE USED FOR REPRESENTATI E PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL GSA REPORT SEPTEMBER CONCENTRATIONS SHOWN ARE FROM THE ANUARY MARCH OR ULY SAMPLING E ENTS IMAC ALUESE UALS .I ANADIUM 141, synTerra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR DATE: 8/4/2016 CHECKED BY: C. SUTTELL DATE: 8/4/2016 PROJECT MANAGER: C.SUTTEL LAYOUT NAME: FIG 1-33 (SECTION C-C) 'DUKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-33 GEOLOGIC CROSS SECTION C-C' Q 0 U a� U) a Q U) U z O U LU Cn 0n O U U_ C'S O J O LU 0 Q W U- LU m Q U LU 0 / U) Q) L bA LL / Q U I U LU 6 rl Q) E U) a� W U) Q 0 C c� m U) Q co 0) LL a� c� U m O / m N O vi a� 0 n E. � w 0 Z5 0 / rV WE r O —1 U) M 2 LU C O co N a) W A A' 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 0 0 0 0 CD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U- . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N CO � Lf) (D I` M M O N M It LO (0 I` 00 0) o — N co It Ln (0 1 Co M C) � N M �t LO (0 h 00 0) CD � N CO � Ln CO t� Co M C) � N M Nt U') (D ti 00 0) O — N CO 't U-) CO t� Co M C) � N M � LO LO N N N N N N N N N N co M M co M co co M co co 't 't d' It It d' 't It d' It LO LO LO LO LO Lf) LO LO Lf) LO co CO Co (0 co co CO C0 C0 CO 1` ti ti ti ti ti ti SOUTHWEST NORTHEAST Station (feet) SECTION A -A' BORON FACING NORTHWEST GRAPHIC SCALE 300 0 300 600 IN FEET HORIZONTAL: 1"=300' 30 0 30 60 IN FEET VERTICAL: 1"=30' A A' 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o LO + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N CO It LO CO h 00 O-) O N CO dt LO (O r 00 0) O — N CO d' U-) (0 h 00 M CD N CO LO CO h 00 0) CD N CO lzl- LO (0 t� 00 M O � N CO d LO CO h 00 M O — N CO ,:t LO C0 t 00 M CD — N CO t LO LO N N N N N N N N N N co M M M M M M M M M V It d' 't 'IT N711- V It d' IZI LO LO LO LO LO LO LO LO LO LO (O (0 (O (o (o (o (O (0 (O (o tl- ti � 1` � h h SOUTHWEST NORTHEAST Station (feet) SECTION A -A' HEXAVALENT CHROMIUM FACING NORTHWEST C —, OJ (a 2 W —W W COAL ASH MIX OF COAL ASH AND SOIL AI10IT, 1-"%94 �/_1I CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER SOIL SAMPLE WELL SCREEN WITH CONCENTRATION CONSTITUENT (micrograms per liter) rs off■ T�i� 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. &1 r - 1 CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L VALUE EQUAL: 700 micrograms per liter for BORON AND NC DHHS SCREENING VALUE EQUALS: 0.07 micrograms per liter for HEXAVALENT CHROMIUM WnT(erra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 8/3/2016 CHECKED BY: C. SUTTELL DATE: 8/3/2016 PROJECT MANAGER: C. SUTTEL LAYOUT NAME: A FIGURE 1-35 BORON & HEXAVALENT CHROMIUM DUKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-35 GEOLOGIC CROSS SECTION A -A' BORON AND HEXAVALENT CHROMIUM 1 0f_CAIr% Q 0 U a) U) li Q U) U z O U LU Cn 0n O U U_ C'S O J O LU 0 Q W U- LU m Q U LU 0 / U) Q) L bA LL / Q U I U LU 6 rl Q) E U) a) W U) Q 0 C c� m U) Q co LL_ a) U M O / m N O vi a) 0 n E. a) w 0 Z5 0 / rV or r O U) M 2 LU C O c� a) W A A' 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 CC :C CD O o 0 0 0 0 0 0 0 0 0 0 0 0 C) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O O CD o o O O O o 0 0 0 0 0 0 0 0 0 0 C) 0 C) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C) 0 0 C) o U- . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N CO � Lf) (D ti 00 O-) O N co It' LO (O ti 00 O O — N co It LO CO 1 00 O O � N CO �t LO CO ti 00 O) O � N CO � LO CO 1l- 00 O O � N CO �t LO (D ti 00 O) O — N CO t LO CO 1` 00 M O � N CO � LO LO N N N N N N N N N N co M M co M co co co co co 't 't It It It It 't 't It It LO LO LO LO LO LO LO LO LO LO co CO CO CD CO O co CO CO CO r— ti ti ti ti ti ti SOUTHWEST NORTHEAST 0 250 - 240 230 220 210 200 - 190 180 170 - 160 150 140 130 120 110 100 90 80 70 60 Station (feet) SECTION A -A' COBALT FACING NORTHWEST GRAPHIC SCALE 300 0 300 600 IN FEET HORIZONTAL: 1"=300' 30 0 30 60 IN FEET VERTICAL: 1"=30' A' I111111111111111111111111111111111111111111111111111111111111111111111111111111111�"'■'�111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII -1111111111111 """'�1111111111111111111111111111111111111111111111 I111111111111111111111111111111111111111111111111111111111111111111111111111111111► • 1111111111111�___=___J11111111111111111111111111111111111111111 1111 1111111111111111111111orBMW••••••• ., 0 ASH BASIN.......:'�1 1111 111111111111-111111111111/11111111111 111111111 11 , - 11111111111111111INEW-16S:_ 111111111111111111111111111 1111.■■i■i IIIIIIIIII111111 11111111= 1 �� _ ■1111111c 1■1111i1 ��111 Our!r111! `III ��1!�111111111111111111111111111*Mw 1110n■1 _ 111� I111111 111/Th1111111111111111111 8. IIIIIII' 1111 !1:■.19 .1.1111ims 11111111111�..... 411111101111=._ 1111111 11111111111111;11 111EN111111 I �11111� 1111 4111111111 _ I • _ I I I �� •Y � ti Y �' I I I I I I I��I •I 1 •I 1 �L ��•I 1• I •I I •I I �_ _ �_ _ __�i�r�►� '� I I= 'I I I� 11111111 Y,��iw.�i� I I I I I111 " I_I11 i t- e,.--,.x:-�r�G'I 1 I I 1 � I I r I J I I I I �I11111111111111111111111111111�1: I I 1 I I 11 I I 1 I I 1 I I 1 I I 1 I I I I I 1 I 1 I 1 I I 1 I I I� I 1 I 1 I '1 � 1 �• I � I I � I 1 I 1 111111111111111111111111111111 I � I I 1 I I .'I i I• 1. � I I � I I � _ �'1��>� I I I �!� 1 I 1 I 1 I 1 I 1 I 1 I 1 1 I 1 I 1 I 1 I 1 II I111111111111 I I I 1 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I1 I �I ITI �11111111111111111111111_-I_-I - _1�- IT1 IT1 I --1-�--III 111111111 f'T_III11111 III11111111 IIII11II1II1II1II1II1II1II1II1II1/I1II1II1II1II1II1II1II1II1II1II1II1II1II1II1II1IIII -_ _ I I I I I II II I-11111111111111111111/I I II II I I I I II II I! 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II I � I I I—�--�- 1 I 1 I�------I--- I!� I�� I� -�� 111111111��■11111111� I I 1 I I 1 I I 1 1 I 1 I I 1 I I 1 I I: ` °.I �■��11111111111111111111 I, I I I I �I I I I � IIIIIIIII�.�.n��1111111111111111111111111111111111111111111111111111111111111■11111�� I111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111 � ■1111111■11111W11111111111111111111111 11 111 � 11� 11■1�111111111111111111�11 1 11 � 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 o O O o o O O o O O o 0 0 o O o 0 0 0 0 o O o 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 o O O o O o 0 0 0 0 o O o O o O o O O CC 0 0 C) 0 C) 0 0 0 o O O O o O O O O O O CC O o 0 o O O O o 0 0 0 0 0 0 0 0 0 o O o O o O O O O O o 0 0 0 0 0 0 0 0 0 o O o O O O O O o O O o 0 0 0 0 o LO + + + + + + + + + + + + + + + + + + + + + + + + .. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N co 4 Lf) CO ti oo O) O - N cM 't Lf) (O � 00 O) O � N co dU) O ti 00 O O N CO LO CO 1` 00 O O N CO lzt LO O ti 00 O O � N CO d LO CO ti 00 O O — N CO LO CO r 00 O O — N CO 't LO UD �- T_ � r- � T_ Ir- N N N N N N N N N N co M M M M M M M M M V It d 't 'IT N V It d 1zT LO LO LO LO LO LO LO LO LO LO O O (O co co co O O (O co ti ti � 1` � � r- SOUTHWEST NORTHEAST Station (feet) SECTION A -A' IRON FACING NORTHWEST COAL ASH MIX OF COAL ASH AND SOIL AI10IT, 1-"%94 �/_1I CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER SOIL SAMPLE WELL SCREEN WITH CONCENTRATION OF COI (micrograms per liter) 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. &1 r _ 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L / IMAC VALUES EQUALS: 1 micrograms per liter for COBALT 300 micrograms per liter for IRON gy iT( r ra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR DATE: 8/4/2016 CHECKED BY: C. SUTTELL DATE: 8/4/2016 PROJECT MANAGER: C. SUTTEL LAYOUT NAME: A FIGURE 1-36 COBALT & IRON DUK ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-36 GEOLOGIC CROSS SECTION A -A' COBALT AND IRON 1 CII-0III r% Q 0 U a� U) a Q U) U z O U LU Cn 0n O U U_ C'S O J O Lu 0 Q W U_ LU Q U LU 0 / U) Q) L bA LL / Q U I U LU 6 rl Q) E U) a� W U) Q 0 C c� m U) Q co LL a� c>3 U m O / N O vi a� 0 n E. a� w 0 Z5 0 / rV or r O U) M 2 LU C O c N W A A' 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 0 o O o CD O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O O CD o o O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o Lf) + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N CO � Lf) (D I` Co M O N M It LO (O I` 00 0) o — N co It Ln CO 1 Co O O � N M �t LO CO h 00 O) O � N CO � In CO t� Co O O � N M Nt U') (D ti 00 O) O — N CO 't Ln CO t� Co O O � N M � LO LO N N N N N N N N N N co M M co M co co M co co 't 't d' It It d' 't It d' It LO LO LO LO LO Lf) LO LO U') LO co CO Co CD CO co CO CO CO CO 11_ ti ti ti ti ti ti SOUTHWEST NORTHEAST 0 250 - 240 230 220 210 200 - 190 180 170 - 160 150 140 130 120 110 100 90 80 70 60 Station (feet) SECTION A -A' MANGANESE FACING NORTHWEST GRAPHIC SCALE 300 0 300 600 IN FEET HORIZONTAL: 1"=300' 30 0 30 60 IN FEET VERTICAL: 1"=30' A' - ' �' wov ■•�- _ = I,II11111111111111111111111111111111/III111111111111111111111111111I, I I11111111111111111111111111 --�-�--,--I-�-,-�--+-T -�-�-- T-�-�-, ' ' ' _■■■■■ ■■■■■■ ■■■■ ■■�� ■■■■■■■■■■■■■■■■■■■■■■■■■■■� ■■■■■■■■ . �� ■■■■■■■�� - �� 1!1111F- I I GM ""� I I 1 1 1 1 1 - I 1 -1 I 1I 11 1 11 11 1 11 11 1 11 11 1 I I I I I I II II II II II ■■ 111111111111111111111111■ ' = - ' - ■■■■■■ ■■■� EON _ =�•'__: nil I Ii I l I -1--J--- 1 (III. 1III�II'I(IIIII I_IIIIIIIIIIIIIIII III ��---1--r--�--� -�-�--�-�- I I ► ` ■■■■■1�1'� �I /II I ■■■■■■■■■■■■■■ ■11 UN, `1 � ■1�1■■■■■■■■■■■■■■■■■■■■■■■■■■�� I I 11 I --I-�-,-+---�-�--�-�-- I WWI I I I I II I ( 1 1 1�I � I I I I T-� I I I II I I I I� pow I I I! ill �I II �► I _iiiII II II II II 111 II II II II II ITIITII�IITIITI •I I II II I I I 1 1 1 I II_L_L-I 1 L �� I 11I IIII�-IIIIIIIIIIIII 'I(IIIJ=�-�'I:: ' I � I I I I I _ I I f- __ 1�-��■■■■■■ _--- II II II II II II II II II III II fl I�-II--- -� -�' r��' I 1 I I I I I 1�1 I I II 1I I1 I I II �-�--� MINIMUM I I 1 I 1I I II �-�-r-I,� I 1I � � I � I �- 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 o O O o o O O o O O o 0 0 o O o 0 0 0 0 o O o 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 o O O o O o 0 0 0 0 o O o O o O o O O CC 0 0 0 0 0 0 0 0 o O O O o O O O O O O CC O o 0 o O O O o 0 0 0 0 0 0 0 0 0 o O o O o O O O O O o 0 0 0 0 0 0 0 0 0 o O o O O O O O o O O o 0 0 0 0 o LO + + + + + + + + + + + + + + + + + + + + + + + + .. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N co 4 Lo CO ti 0o O) O - N cM 't Lf) (O t,- 00 0) O � N co dU) O ti 00 O O N CO LO CO h 00 O O N CO lzt LO O ti 00 O O � N CO d LO CO ti 00 O O — N CO LO CO t 00 M O — N CO 't LO UD �- T_ � r- � T_ Ir- N N N N N N N N N N co M M M M M M M M M V It d 't 'IT N V It d 'z' LO LO LO LO LO LO LO LO LO LO O O (O co co co O O (O co h h � h � h h SOUTHWEST NORTHEAST Station (feet) SECTION A -A' STRONTIUM FACING NORTHWEST OJ U) �2_ W W W`- COAL ASH MIX OF COAL ASH AND SOIL AI10IT, l_%9=1NF_1I CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER SOIL SAMPLE WELL SCREEN WITH CONCENTRATION OF COI (micrograms per liter) 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM RIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. &1 r _ 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L / IMAC VALUES EQUALS: 50 micrograms per liter for MANGANESE Not established for STRONTIUM WnT(erra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR DATE: 8/4/2016 CHECKED BY: C. SUTTELL DATE: 8/4/2016 PROJECT MANAGER: C. SUTTEL LAYOUT NAME: A FIGURE 1-37 MAGGANESE & STRONTIUM ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-37 GEOLOGIC CROSS SECTION A -A' MANGANESE & STRONTIUM 1 0f_0AII71 Q 0 U a� U) a Q U) U z O U LU Cn 0n O U U_ C'S O J O LU 0 Q W LL LU m Q U LU 0 / U) Q) L bA LL / Q U I U LU 6 rl Q) E U) a� W U) Q 0 C c� m U) Q co 0) LL a� c� U m O / m N O vi a� 0 n E. � w 0 Z5 0 / rV WE r O U) M 2 LU C O co N a) W A A' 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 0 0 0 0 CD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U- . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N CO � Lf) (D I` M M O N M It LO (0 I` 00 0) o — N co It U-) (0 1 Co M C) � N M �t LO (0 h 00 0) O � N CO � Ln CO t� Co M C) � N M Nt U') (D ti 00 O) O — N CO 't U-) CO t� Co M C) � N M � LO LO N N N N N N N N N N co M M co M co co M co co 't 't d' It It d' 't It d' It LO LO LO LO LO Lf) LO LO Lf) LO co CO Co (0 co co CO C0 C0 CO 1` ti ti ti ti ti ti SOUTHWEST NORTHEAST Station (feet) SECTION A -A' SULFATE FACING NORTHWEST GRAPHIC SCALE 300 0 300 600 IN FEET HORIZONTAL: 1"=300' 30 0 30 60 IN FEET VERTICAL: 1"=30' A A' 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o LO + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N CO It LO CO h 00 O-) O N CO dt LO (O r 00 0) O — N CO d' U-) (0 h 00 M O N CO LO CO h 00 0) O N CO lzl- LO (0 t� 00 M O � N CO d LO CO h 00 M O — N CO ,:t LO C0 t 00 M O — N CO t LO LO N N N N N N N N N N co M M M M M M M M M V It d' 't 'IT N711- V It d' 1zT LO LO LO LO LO LO LO LO LO LO (O (0 (O co co co (O (0 (O co tl- ti � 1` � h h SOUTHWEST NORTHEAST Station (feet) SECTION A -A' TOTAL DISSOLVED SOLIDS FACING NORTHWEST C —, OJ (a 2 W —W W COAL ASH MIX OF COAL ASH AND SOIL AI10IT, 1-"%94 �/_1I CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER SOIL SAMPLE WELL SCREEN WITH CONCENTRATION OF COI (micrograms per liter) rs off■ T�i� 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. &1 r _ 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L / IMAC VALUES EQUALS: 250 micrograms per liter for SULFATE 500 milligrams per liter for TOTAL DISSOLVED SOLIDS WnT(erra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 8/4/2016 CHECKED BY: C. SUTTELL DATE: 8/4/2016 PROJECT MANAGER: C. SUTTEL LAYOUT NAME: A FIGURE 1-38 SULFATE & TDS DUKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-38 GEOLOGIC CROSS SECTION A -A' SULFATE & TOTAL DISSOLVED SOLIDS RESULTS I Ct1_CAIn Q 0 U a� U) ¢ U z O U w Cn O U U c� O J O w U w U_ w U w / a� bA i7 m U) U) U I C W 6 r-I F- U) U) N N 0 c� m a� U_ 0 c� U O / m N O vi a� L bA 0 bA a� w 0 0 / 'all PR 1.,11111 A Al 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O U-) + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + . + + + + + . + + + + + . + + + + + . + + + + + . + + + + + . + + + + + . + + + + + + + + + O N co 4 6 co ti co 6 O N M 't LO (0 ti 00 a) CDN M "T Ln Co ti 00 O O � N CO 't LO (0 ti 00 a) O N CO It L-) CO I� Co M O — N M 't LO (O ti 00 O O N M 't Ln CO fl- CO M O � N M "t Ln LO N N N N N N N N N N M M M M M M M M M M NT IZI- It IZI- It It It IT It Ln Ln Ln Ln Ln Ln Ln Ln Ln U-) (O (0 (o (.0 (o (O (O O (O (0 I` I` ti I` ti � r- SOUTHWEST NORTHEAST Station (feet) SECTION A —A' VANADIUM FACING NORTHWEST COAL ASH MIX OF COAL ASH AND SOIL I9140"T F_t111114:1/_1I CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE O WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS C .-. IN MICROGRAMS PER LITER _j .2 U) SOIL N SAMPLE LLI " WELL SCREEN WITH CONCENTRATION OF COI (micrograms per liter) 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. IMAC VALUE EQUALS: 0.3 micrograms per liter for VANADIUM o GRAPHIC SCALE 300 0 300 600 IN FEET WtiT(erra HORIZONTAL: 1"=300' 30 0 30 60 148 River Street, Suite 220 Greenville, South Carolina 29601 IN FEET 864-421-9999 VERTICAL: 1"=30' www.synterracorp.com DRAWN BY: K. ST.CYR DATE: 8/3/2016 CHECKED BY: C. SUTTELL DATE: 8/3/2016 PROJECT MANAGER: C. SUTTEL LAYOUT NAME: A FIGURE 1-39 VANADIUM DUKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-39 GEOLOGIC CROSS SECTION A -A' VANADIUM RESULTS O J 00 C 0 0 a) U) a Q U) U z 0 U LU 0 U U_ C'S 0 0 LU 0 tz Q w U- LU Q U LU 0 U) a) Z3 bA LL Q U I 0 LU 6 cH N U) Cn 0) W U) Q C m U) Q co LL a) U m O / N O vi LZA 0 n E. a) w 0 i rV WE r 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 IEms I I IEVE W. ow ir NOR i i i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N CO �t LO CO fl- Co M 0 N M �t Lo CO r- 00 M O — N CO d U-) CO II- CO M O — N CO 'zlLO CO I1- 00 M O N N N N N N N N N N co co co co co co co co co co It d' NORTHWEST Station (feet) SECTION B-B' BORON FACING NORTHEAST LU LU co LU H Z_ _1 U Q fl i 11111 111111 Ps Equoji= 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ao 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o aM +++++++++++++++++++++++++++++++++++++++++++++++++ N co d' Ln CO ti Co M O � N M I- LO CO I1- 00 M O N CO "t Ln CO I,- CO M O � N M �t LO CO I,- 00 M O — N M I- Ln CO I1- M O� d' ;I- d 't It 't IT It LO LO LO LO U') U-) Ln LO In Ln CO Co Co Co Co CO CO CO CO CO I- ti ti ti I- I` ti I- f- I- co Co Co co co Co co Co Co CX0 Station SOUTHEAST (feet) SECTION B-B' BORON FACING NORTHEAST COAL ASH MIX OF COAL ASH AND SOIL A14MIT, F_'11114NF-11I CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (J U LY 12 & 139 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION GRAPHIC SCALE 300 0 300 600 ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER SOIL SAMPLE IN FEET HORIZONTAL: 1"=300' WELL SCREEN WITH CONCENTRATION OF COI 30 0 30 60 (micrograms per liter) IN FEET VERTICAL: 1"=30' SOURCES: 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L VALUE EQUAL: 700 micrograms per liter for BORON r— of W4 0a) erra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 8/4/2016 CHECKED BY: C. SUTTELL DATE: 8/4/2016 PROJECT MANAGER: C. SUTTELL LAYOUT NAME: B FIGURE 1-40 BORON UKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-40 GEOLOGIC CROSS SECTION B-B' BORON RESULTS 00 C 0 0 a) U) a Q U) U z O U LU to O U U_ C'S 0 O LU 0 tY Q LIJ LL_ LU Q U LU 0 U) a) Z3 bA LL Q U I 0 LU 6 rl N U) Cn a) W U) Q C m U) Q co 0 LL_ a� U M O / O N 0 vi a� LZA 0 n E E. LIJ 0 i rV WE r O IJO 0 N co 0 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 loom I I i i NONE 111 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N CO ct' LO CO f1- Co M 0 N M �t Lo (O f` 00 M O — N CO d U-) CO I- CO M O — N CO 'zlLO (O I1- 00 M O N N N N N N N N N N co co co co co co co co co co It d' NORTHWEST Station (feet) SECTION B-B' HEXAVALENT CHROMIUM FACING NORTHEAST Cr WNW "I RM INS 1111111 NINE 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ao 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o aM +++++++++++++++++++++++++++++++++++++++++++++++++ N co d' LC) (O ti 00 M O � N M � LO CO I1- 00 O) O � N CO "t LO CO I,- 00 M O � N CO �t LO CO I,- 00 M O — N CO 't LO (O I1- 00 O71� d' It d' It 't 't IT It LO LO LO LO U') Lf) Ln LO LO In co Co co Co Co CO (O CO (O (O I� ti ti ti ti ti r- ti r- ti 00 00 00 00 00 00 00 00 00 0070 Station SOUTHEAST (feet) SECTION B-B' HEXAVALENT CHROMIUM FACING NORTHEAST COAL ASH MIX OF COAL ASH AND SOIL A14MIT, F_ l4NF_1I CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION GRAPHIC SCALE 300 0 300 600 ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER SOIL SAMPLE IN FEET HORIZONTAL: 1"=300' WELL SCREEN WITH CONCENTRATION OF COI 30 0 30 60 (micrograms per liter) IN FEET VERTICAL: 1"=30' SOURCES: 1, DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. INC DHHS SCREENING VALUE EQUALS: 0.07 micrograms per liter for HEXAVALENT CHROMIUM c -- OJ ca W�erra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 8/3/2016 CHECKED BY: C. SUTTELL DATE: 8/3/2016 PROJECT MANAGER: C. SUTTELL LAYOUT NAME: B FIGURE 1-41 HEXAVALENT CHROMIUM DUKE ERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-41 GEOLOGIC CROSS SECTION B-B' HEXAVALENT CHROMIUM RESULTS 00 C 0 0 a) U) a Q U) U z O U LU O U U_ C'S 0 O LU 0 tz Q w LL- LU Q U LU I) U) a) Z3 LL Q U I U LU 6 0) U) Cn a) W U) Q C m U) Q co 0) LL- a) c>3 U M O / O N 0 vi a� LZA 0 n E E. w 0 i rV 7 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 1-- LU LU 2 co co 2 H LU Z_ _1 U H Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N CO ct' LO CO f� Co M 0 N M �t LO (O f` 00 O) O — N CO It U-) (O I- CO M C) — N CO 't LO (O I'- 00 O) O 7 � � � � � � � � N N N N N N N N N N co M M M M M M M M M It d' NORTHWEST Station (feet) SECTION B-B' COBALT FACING NORTHEAST III In loss 111111111111 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ao 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o aM +++++++++++++++++++++++++++++++++++++++++++++++++ N co d' Ln CO I` 00 M O � N M �t LO CO I� 00 O7 O � N CO "t Ln CO I,- 00 M O � N CO �t LO CO I,- 00 O) O — N CO 't Ln (O I1- 00 O� d' It d' It 't 't d' It LO LO LO LO U') Lf) Ln LO LO In CO Co co Co Co co (O (O (O (O I� I` ti ti ti I` r- ti r- ti 00 00 ao M CO ao 00 00 ao 0wo Station SOUTHEAST (feet) SECTION B-B' COBALT FACING NORTHEAST COAL ASH MIX OF COAL ASH AND SOIL A14MIT, F_'11114NF-11I CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS GRAPHIC SCALE IN MICROGRAMS PER LITER 300 0 300 600 SOIL IN FEET SAMPLE HORIZONTAL: 1"=300' WELL SCREEN WITH CONCENTRATION OF COI 30 0 30 60 (micrograms per liter) IN FEET VERTICAL: 1"=30' SOURCES: 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. IMAC VALUE EQUALS: 1 micrograms per liter for COBALT C ^ OJ U) W synT( W 12 erra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 8/3/2016 CHECKED BY: C. SUTTELL DATE: 8/3/2016 PROJECT MANAGER: C. SUTTELL LAYOUT NAME: B FIGURE 1-42 COBALT DUKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-42 GEOLOGIC CROSS SECTION B-B' COBALT RESULTS C: O J Cn co 2 N � 00 C 0 0 Cu U) a Q Cn U z O U LU O U U_ C'S 0 O LU 0 tz Q W U- LU Q U LU 0 U) Cu Z3 Cn Q Cn U I U LU 6 N U) Cn Q) W U) Q C (6 m U) Q co 0 a� c>3 U 0 / N 0 vi a� LZA 0 n E E. w 0 i rV 7 N 0 N �o O N co 0 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 1-- LU LU 2 to co 2 H LU Z_ _1 U H Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N CO ct' LO CO fl- 00 M 0 N CO �t LO CO r- 00 O) O — N CO It U-) (O I� 00 O-) O — N Co 't 147) Co r— 00 a) O N N N N N N N N N N M M M M M M M M M M It d' NORTHWEST Station (feet) SECTION 13-13'IRON FACING NORTHEAST NOW 1 21 MEN I MINI 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 00 00000000000000000000000000000000000000000000000CrO +++++++++++++++++++++++++++++++++++++++++++++++++ N co d' LC) (O ti 00 M O � N CO LO CO I� 00 a) O � N CO "t LO CO I,- 00 M O � N CO � LID CO I� 00 M O — N CO 't LO CO I1- 00 CM) d' It d' It 't 't "t It LID Ln LID LID LID U-) Ln Ln LID In CO Co Co CO Co CO CO Co CO CO I� ti � ti � ti r— r- r— r- 00 00 00 00 00 00 00 00 00 0000 Station SOUTHEAST (feet) SECTION 13-13'IRON FACING NORTHEAST COAL ASH MIX OF COAL ASH AND SOIL A14MIT, F_ l4NF_1I CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS GRAPHIC SCALE IN MICROGRAMS PER LITER 300 0 300 600 SOIL IN FEET SAMPLE HORIZONTAL: 1"=300' WELL SCREEN WITH CONCENTRATION OF COI 30 0 30 60 (micrograms per liter) IN FEET VERTICAL: 1"=30' SOURCES: 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L VALUES EQUAL: 300 micrograms per liter for IRON r- OJ 4T U) Co synT(erra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR DATE: 8/3/2016 CHECKED BY: C. SUTTELL DATE: 8/3/2016 PROJECT MANAGER: C. SUTTELL LAYOUT NAME: B FIGURE 1-43 IRON DUKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-43 GEOLOGIC CROSS SECTION B-B' IRON RESULTS O J cn co 2 N � 00 C 0 0 Q) U) a Q U) U z O U LU O U U_ C'S 0 O LU 0 tz Q W U- LU o_ Q U LU 0 U) a) Z3 Q U I 0 LU 6 N U) Cn Q) W U) Q C m U) Q co 0 a� U 0 / N 0 vi a� LZA 0 n E E. w 0 i rV 7 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N CO ct' LO CO rl- 00 M 0 N CO �t LO CO r` 00 0) O - N CO It U-) CO ti 00 O-) O - N Co 't 147) CO r- 00 a) O N N N N N N N N N N M M M M M M M M M M It d' NORTHWEST Station (feet) SECTION 13-13'MANGANESE FACING NORTHEAST 1-- LU LU 2 co co 2 H LU Z_ _1 U H Q NEW iff A Nunn On 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 00 00000000000000000000000000000000000000000000000CrO +++++++++++++++++++++++++++++++++++++++++++++++++ N co d' LC) CO ti 00 M O N CO LO CO ti 00 a) O � N CO "t LO CO � 00 M O � N CO � LO CO � 00 M O — N CO 't LO CO � 00 CM) d' It d' It 't 'T d It LO Ln LO LO LID U-) Ln Ln LO Ln co Co CO CO Co CO CO CO CO CO � ti � rl_ � r- r- r- r- r- 00 00 00 00 00 00 00 00 00 0000 Station (feet) SECTION 13-13'MANGANESE FACING NORTHEAST r— OJ ca N � W GRAPHIC SCALE 300 0 300 IN FEET HORIZONTAL: 1"=300' 30 0 30 60 IN FEET VERTICAL: 1"=30' COAL ASH MIX OF COAL ASH AND SOIL A14MIT, F_ l4NF_1I CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER SOIL SAMPLE WELL SCREEN WITH CONCENTRATION OF COI (micrograms per liter) SOURCES: 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L VALUES EQUALS: 50 micrograms per liter for MANGANESE LJ WnT(erra 148 Rlver Street, Sulte 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 8/4/2016 CHECKED BY: C. SUTTELL DATE: 8/4/2016 PROJECT MANAGER: C. SUTTELL LAYOUT NAME: B FIGURE 1-44 MANGANESE DUKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-44 GEOLOGIC CROSS SECTION B-B' MANGANESE RESULTS O J cn co 2 N � 00 C 0 0 Q) U) a Q U) U z O U LU O U U_ C'S 0 O LU 0 Q W U- LU Q U LU 0 U) a) Z3 Q U I O LU 6 / a� U) Cn Q) W U) Q C m U) Q co 0 a� U 0 / 0 N 0 vi a� LZA 0 n E E. w 0 i rV 7 Lr) 0 N c0 0 N M 0 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N CO ct' LO CO fl- 00 M 0 N CO �t LO CO r- 00 0) O — N CO It U-) (O I� 00 O-) O — N Co 't U') CO r- 00 O7 O N N N N N N N N N N M M M M M M M M M M It d' NORTHWEST Station (feet) SECTION B-B' STRONTIUM FACING NORTHEAST 1-- LU LU 2 co co 2 H LU Z_ _1 U H Q Val- AFM NINE small URN 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ao 00000000000000000000000000000000000000000000000CXO +++++++++++++++++++++++++++++++++++++++++++++++++ N co d' LC) (O ti 00 M O � N CO � LO CO I1- 00 O) O � N CO "t LO CO I,- 00 M C) � N CO �t LO CO I,- 00 M O — N CO 't LO CO I1- 00 O� d' It d' It 't 't IT It LO LO LO LO U') U-) Ln LO LO Ln co Co co Co Co CO CO CO CO (O I� ti ti ti ti ti r- ti r- ti 00 00 00 00 00 00 00 00 00 07D0 Station (feet) SECTION 13-13'STRONTIUM FACING NORTHEAST COAL ASH MIX OF COAL ASH AND SOIL A14MIT, F_ l4NF_1I CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS GRAPHIC SCALE IN MICROGRAMS PER LITER 300 0 300 600 SOIL IN FEET SAMPLE HORIZONTAL: 1"=300' WELL SCREEN WITH CONCENTRATION OF COI 30 0 30 60 (micrograms per liter) IN FEET VERTICAL: 1"=30' SOURCES: 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L / IMAC VALUES: Not established for STRONTIUM c -- On F(e r ra c� W� 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 8/4/2016 CHECKED BY: C. SUTTELL DATE: 8/4/2016 PROJECT MANAGER: C. SUTTELL LAYOUT NAME: B FIGURE 1-45 STRONTIUM DUKE G Y PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-45 GEOLOGIC CROSS SECTION B-B' STRONTIUM RESULTS O J cn co 2 N � 00 C 0 0 Q) U) a Q U) U z O U LU O rz U U_ C'S 0 O LU 0 Q W LL LU Q U LU 0 U) a) Z3 LL Q U I O LU / a� U) Cn a) W U) Q C m U) Q co 0 LL- W Q c>3 U M O / N 0 vi a� LZA 0 n E E. w 0 i rV 7 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 1-- LU LU 2 co co 2 H LU Z_ _1 U H Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N CO �t LO CO r� 00 M 0 N CO �t LO CO r` 00 0) O — N CO It U-) CO I� 00 O-) O — N Co 't U') CO r- 00 O7 O N N N N N N N N N N M M M M M M M M M M It d' NORTHWEST Station (feet) SECTION B-B' SULFATE FACING NORTHEAST MEN MINIM IN P-41110,11 NNE I MENOMONEE I1q1 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o aM +++++++++++++++++++++++++++++++++++++++++++++++++ N co d' LC) CO I` 00 M O � N M � LO CO I1- 00 O7 O � N CO "t LO CO I,- 00 M O � N CO � LO CO I� 00 M O — N CO 't LO CO I1- 00 O7� d' It d' It 't 'T d' It LO LO LO LO U') U-) Ln LO LO In co Co Co Co Co CO CO CO CO CO I� ti ti ti ti ti r- r- r` r- 00 00 00 00 00 00 00 00 00 07D0 Station (feet) SECTION B-B' SULFATE FACING NORTHEAST GRAPHIC SCALE 300 0 300 IN FEET HORIZONTAL: 1"=300' 30 0 30 60 IN FEET VERTICAL: 1"=30' COAL ASH MIX OF COAL ASH AND SOIL A14MIT, F_ l4NF_1I CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER SOIL SAMPLE WELL SCREEN WITH CONCENTRATION OF COI (micrograms per liter) SOURCES: 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM RIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L VALUES EQUALS: 250 micrograms per liter for SULFATE 47 WnT(erra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 8/4/2016 CHECKED BY: C. SUTTELL DATE: 8/4/2016 PROJECT MANAGER: C. SUTTELL LAYOUT NAME: B FIGURE 1-46 SULFATE DUKE RGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-46 GEOLOGIC CROSS SECTION B-B' SULFATE RESULTS 00 C 0 0 Q) U) a Q U) U z O U LU O U U_ C'S 0 O LU 0 tz Q W LI- LU Q U LU 0 U) a) Z3 LL Q U I U LU 6 N U) Cn Q) W U) Q C m U) Q co 0 LL- W Q c� U 0 / 0 N 0 vi a� LZA 0 n E E. LLI 0 i rV 7 00 0 N 0 N 0 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 1-- LU W 2 co co 2 H W Z_ _1 U H Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N CO �t LO CO fl- 00 M 0 N CO �t LO CO r- 00 0) O — N CO It U) (O I� 00 O-) O — N Co 't U') (O r- 00 a) O N N N N N N N N N N M M M M M M M M M M It d' NORTHWEST Station (feet) SECTION B-B' TOTAL DISSOLVED SOLIDS FACING NORTHEAST 560 DS 360J ME 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 00 00000000000000000000000000000000000000000000000CrO +++++++++++++++++++++++++++++++++++++++++++++++++ N co d' LC) CO ti 00 M O � N CO LO CO I� 00 a) O � N CO "t LO (O I,- 00 M O � N CO � LO CO I� 00 M O — N CO 't LO CO I1- 00 CM) d' It d' It 't 'T d It LO Ln LO LO LO U-) Ln Ln LO In co (o co co (o co (O (O (O (O I� ti � ti � ti r- r- r- r- 00 00 00 00 00 00 00 00 00 0000 Station (feet) SECTION B-B' TOTAL DISSOLVED SOLIDS FACING NORTHEAST r- OJ W 12 GRAPHIC SCALE 300 0 300 IN FEET HORIZONTAL: 1"=300' 30 0 30 60 IN FEET VERTICAL: 1"=30' COAL ASH MIX OF COAL ASH AND SOIL A14MIT, F_ l4NF_1I CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER SOIL SAMPLE WELL SCREEN WITH CONCENTRATION OF COI (micrograms per liter) SOURCES: 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L VALUES EQUAL: 500 milligrams per liter for TOTAL DISSOLVED SOLIDS iTserra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 8/4/2016 CHECKED BY: C. SUTTELL DATE: 8/4/2016 PROJECT MANAGER: C. SUTTELL LAYOUT NAME: B FIGURE 1-47 TDS DUKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-47 GEOLOGIC CROSS SECTION B-B' TOTAL DISSOLVED SOLIDS RESULTS O J cn co 2 N � 00 C 0 0 Q) U) a Q U) U z O U LU O U U_ C'S 0 O LU 0 tz Q W LL_ LU Q U LU 0 U) a) Z3 LL Q U I U LU 6 N U) Cn Q) W U) Q C m U) Q co 0 LL a� c>3 U O / N 0 vi a� LZA 0 n E E. w 0 i rV 7 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 1-- LU W 2 co co 2 H W Z_ _1 U H Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N CO �t LO CO f� 00 M 0 N CO �t LO CO f` 00 O) O — N CO It U-) (O I� 00 O-) O — N Co 't U') (o r- 00 a) O N N N N N N N N N N M M M M M M M M M M It d' NORTHWEST Station (feet) SECTION B-B' VANADIUM FACING NORTHEAST MIMI Vic NINE 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 00 00000000000000000000000000000000000000000000000CrO +++++++++++++++++++++++++++++++++++++++++++++++++ N co d' LC) CO I` 00 M O � N CO LO CO I� 00 a) O � N CO "t LO (O I,- 00 M O � N CO � LO CO I� 00 M O — N CO 't LO CO I1- 00 CM) d' It d' It 't 't "t It LO Ln LO LO LID U-) Ln Ln LO In co (o (o co (o co (O (o (O (O I� ti � ti � ti r- r- r- r- 00 00 00 00 00 00 00 00 00 0000 Station (feet) SECTION 13-13'VANADIUM FACING NORTHEAST GRAPHIC SCALE 300 0 300 IN FEET HORIZONTAL: 1"=300' 30 0 30 60 IN FEET VERTICAL: 1"=30' COAL ASH MIX OF COAL ASH AND SOIL A14MIT, F_ l4NF_1I CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER SOIL SAMPLE WELL SCREEN WITH CONCENTRATION OF COI (micrograms per liter) SOURCES: 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. IMAC VALUES EQUALS: 0.3 micrograms per liter for VANADIUM 47 Wn erra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 8/4/2016 CHECKED BY: C. SUTTELL DATE: 8/4/2016 PROJECT MANAGER: C. SUTTELL LAYOUT NAME: B FIGURE 1-48 VANADIUM DUKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-48 GEOLOGIC CROSS SECTION B-B' VANADIUM RESULTS 1 C f_ C AII"1 U 0 U a� U) Q U) U z O U LU O U U_ C'S O J O LU 0 Q W U- LU m Q U LU 0 / U) a) bA / Q U I 0 LU 6 N E U) W U) Q 0 C c� m U) Q co 0 a� c� U m O / m N O vi N 0 n E E. w Z5 0 rV O J (D m W 210 200 190 180 170 160 150 140 130 120 110 100 90 80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o rn + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N CO It Lf) (fl ti 00 0-) O N CO 'It LO CO f'- 00 0) O � N CO It LO CO fl- 00 O O N CO CO r N N N N N N N N N N M M M co co SOUTHWEST NORTHEAST Station (feet) SECTION C-C' BORON FACING NORTHWEST 210 200 190 180 170 160 150 140 130 120 110 100 90 80 Lam. 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o o O O o O o 0 o O o 0 o M + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + CD M ct Lo CO f-_ 00 0-) ID M 'It LO CO f` 00 O) CD �- N CO "t U) CO I- 00 O.) O � N CO M N N N N N N N N N N co M M M M SOUTHWEST NORTHEAST Station (feet) SECTION C-C' HEXAVALENT CHROMIUM FACING NORTHEAST C O J U) c� m m COAL ASH MIX OF COAL ASH AND SOIL A14MIT, F_ l4NF_1I CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 139 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER GRAPHIC SCALE SOIL SAMPLE 300 0 300 600 WELL SCREEN WITH CONCENTRATION OF COI IN FEET (micrograms per liter) HORIZONTAL: 1"=300' 30 0 30 60 SOURCES: 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA IN FEET STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). VERTICAL: 1"=30' 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L VALUE EQUAL: 700 micrograms per liter for BORON AND NC DHHS SCREENING VALUE EQUALS: 0.07 micrograms per liter for HEXAVALENT CHROMIUM 41P WnT(erra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 7/25/2016 CHECKED BY: C. SUTTELL DATE: 7/25/2016 PROJECT MANAGER: C. SUTTEL LAYOUT NAME: C FIGURE 1-49 BORON & HEXAVALENT CHROMIUM DUKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-49 GEOLOGIC CROSS SECTION C-C' BORON AND HEXAVALENT CHROMIUM RESULTS 1 C f_ C AII"1 U 0 U a� U) Q U) U z O U LU O rz U U_ C'S O J O LU 0 Q W LL_ LU m Q U LU 0 / U) a) bA LL / tl Q U I 0 LU 6 rl N E U) W U) Q 0 C c� m U) Q co 0 LL a� c� U m O / m N O vi N 0 n E E. w Z5 0 rV C O J (D m W 210 200 190 180 170 160 150 140 130 120 110 100 90 80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o rn + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N CO It Lf) (0 ti 00 0-) O N CO 'It LO (O r- 00 0) O � N CO It LO CO rl- 00 O O N CO CO r N N N N N N N N N N M M M co co SOUTHWEST NORTHEAST Station (feet) SECTION C-C' COBALT FACING NORTHWEST 210 200 190 180 170 160 150 140 130 120 110 100 90 80 Lam. 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o o O O o O o 0 o O o 0 o M + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + CD M ct Lo Co r-_ 00 0-) ID M 'It LO CO rl- 00 O) CD �- N CO "t U) CO ti 00 O.) O � N CO M N N N N N N N N N N co M M M M SOUTHWEST NORTHEAST Station (feet) SECTION C-C' IRON FACING NORTHWEST COAL ASH MIX OF COAL ASH AND SOIL - FILL MATERIAL CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK C) POTENTIAL DIABASE DIKE ca � WATER LEVEL JULY 12 & 13, 2016 W (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 139 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER GRAPHIC SCALE SOIL SAMPLE 300 0 300 600 WELL SCREEN WITH CONCENTRATION OF COI IN FEET (micrograms per liter) HORIZONTAL: 1"=300' 30 0 30 60 SOURCES: IN FEET 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA VERTICAL: 1"=30' STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L / IMAC VALUES EQUALS: 1 micrograms per liter for COBALT 300 micrograms per liter for IRON C O J U) (D m WnT(erra W `~ 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 8/2/2016 CHECKED BY: C. SUTTELL DATE: 8/2/2016 PROJECT MANAGER: C. SUTTEL LAYOUT NAME: C FIGURE 1-50 COBALT & IRON DUKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-50 GEOLOGIC CROSS SECTION C-C" COBALT AND IRON RESULTS 1 C f_ C AII"1 U 0 U a� U) Q U) U z O U LU O U U_ C'S O J O LU 0 Q W LL- LU m Q U LU 0 / U) a) bA LL / Q U I 0 LU 6 rl N E U) W U) Q 0 C c� m U) Q co 0 LL a� c� U m O / m N O vi N 0 n E E. w Z5 0 rV C: -- O J (D m W 210 200 190 180 170 160 150 140 130 120 110 100 90 80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o rn + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N CO It Lf) (0 ti 00 0-) O N CO 'It LO (O f'- 00 0) O � N CO It LO CO f� 00 O O N CO CO r N N N N N N N N N N M M M co co SOUTHWEST NORTHEAST Station (feet) SECTION C-C' MANGANESE FACING NORTHEAST 210 200 190 180 170 160 150 140 130 120 110 100 90 80 Lam. 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o o O O o O o 0 o O o 0 o M + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + CD M ct Lo CO f-_ 00 0-) ID M 'It LO CO f` 00 O) CD �- N CO "t U) CO I- 00 O.) O � N CO M N N N N N N N N N N co M M M M SOUTHWEST NORTHEAST Station (feet) SECTION C-C' STRONTIUM FACING NORTHEAST COAL ASH MIX OF COAL ASH AND SOIL - FILL MATERIAL CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK C) POTENTIAL DIABASE DIKE ca � WATER LEVEL JULY 12 & 13, 2016 W (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 139 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER GRAPHIC SCALE SOIL SAMPLE 300 0 300 600 WELL SCREEN WITH CONCENTRATION OF COI IN FEET (micrograms per liter) HORIZONTAL: 1"=300' SOURCES: 30 0 30 60 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA IN FEET STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). VERTICAL: 1"=30' 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L / IMAC VALUES EQUALS: 50 micrograms per liter for MANGANESE Not established for STRONTIUM c O J U) m m4T W `~ WnT(erra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 8/3/2016 CHECKED BY: C. SUTTELL DATE: 8/3/2016 PROJECT MANAGER: C. SUTTEL LAYOUT NAME: C FIGURE 1-51 MAGANESE & STRONTIUM DUKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-51 GEOLOGIC CROSS SECTION C-C' MANGANESE & STRONTIUM RESULTS 1 C f_ C AII"1 U 0 U a� U) Q U) U z O U LU O U U_ C'S O J O LU 0 Q w Ll- LU m Q U LU 0 / U) a) bA / a Q U I O LU 6 N E U) W U) Q C c� m U) Q co 0 a� c>3 U m O / m N O vi N 0 n E E. w Z5 0 rV 210 200 190 180 170 160 150 140 130 120 110 100 90 80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o rn + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N CO It Lf) (0 ti 00 0-) O N CO 'It LO (O f'- 00 0) O � N CO It LO CO f� 00 O O N CO CO r N N N N N N N N N N M M M co co SOUTHWEST NORTHEAST Station (feet) SECTION C-C' SULFATE FACING NORTHWEST 210 200 190 180 170 160 150 140 130 120 110 100 90 80 Lam. 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o o O O o O o 0 o O o 0 o M + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + CD M ct Lo Co f-_ 00 0-) ID M 'It LO CO f` 00 O) CD �— N CO "t U) CO I- 00 O.) O � N CO M N N N N N N N N N N co M M M M SOUTHWEST NORTHEAST Station (feet) SECTION C-C' TOTAL DISSOLVED SOLIDS FACING NORTHEAST U) > m - m u COAL ASH MIX OF COAL ASH AND SOIL A14MIT, F_Al4NF_1I CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 139 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER SOIL GRAPHIC SCALE SAMPLE 300 0 300 600 WELL SCREEN WITH CONCENTRATION OF COI IN FEET (micrograms per liter) HORIZONTAL: 1"=300' 30 0 30 60 SOURCES: IN FEET 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA VERTICAL: 1"=30' STATE PLANE COORDINATE SYSTEM RIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L / IMAC VALUES EQUALS: 250 micrograms per liter for SULFATE 500 milligrams per liter for TOTAL DISSOLVED SOLIDS WnT(erra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 8/4/2016 CHECKED BY: C. SUTTELL DATE: 8/4/2016 PROJECT MANAGER: C. SUTTEL LAYOUT NAME: C FIGURE 1-52 SULFATE & TDS DUKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-52 GEOLOGIC CROSS SECTION C-C' SULFATE & TOTAL DISSOLVED SOLIDS RESULTS 1 C f_ C AII"1 U 0 U a� U) a Q U) U z 0 U LU cn U U 0 0 J 0 LU Q W U_ LU m Q U LU 0 / U) a) i7 Q U I 0 LU 6 / N E U) a� W U) Q 0 C c� m U) Q co 0 a� c� U M 0 / m N O vi a� 0 n E. � w Z5 rV C 210 200 190 180 170 160 150 140 130 120 110 100 90 80 ABMW-05: NS (DRY) ) ABMW-05S: V 0.425 ABMW-05BR: V <0.3 NCDCD m O CMW-02: V 0.482 ti a CTMW-02: V 0.915 = o ' Y w O 2 Q MW-15SU: V <0.3 r; U MW-15SL: V 0.3 CO1956 ASH BASIN N U X MW-15BR: V 2.83 Q 0 w — --- 0 ILL a 1111111/ � NS (DRY) AIR Cf) J w 0.03 c• S�i-cU` oL cU oo -6— --��J. �� c� oC o 1g i 4_' _ AIN °c -,I, i 11 D4 I i I r - —425 AU 1111111111��''® 'i17 <0.03-- �-%�11111111111111111111 owi � -oil -1,111 311 0.915 �o 2.83 �1'11'1w BGMW-04: V 2.51 BGTMW-04: V <0.3 C' Q—� 210 0 — H 200 z J-11� 0 190 180 170 2.577 160 o C J 150 � U) IIII <0.03 140 Q LJJ 130 120 110 100 90 80 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O) 1 + -F -F -F . . . . -F + + + + + + + + + . - O r N , CO It LO CO f,- 00 07 O N CO d CO I� 00 O� O N M V' � O � 00 O7 O � N CO CO N N N N N N N N N N M M M M M SOUTHWEST NORTHEAST Station (feet) SECTION C-C' VANADIUM FACING NORTHEAST GRAPHIC SCALE 300 0 300 600 IN FEET HORIZONTAL: 1"=300' 30 0 30 60 IN FEET VERTICAL: 1"=30' COAL ASH MIX OF COAL ASH AND SOIL A14MIT, F_%l4NF_1I CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER SOIL SAMPLE WELL SCREEN WITH CONCENTRATION OF COI (micrograms per liter) SOURCES: 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTES: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. IMAC VALUES EQUALS: 0.3 micrograms per liter for VANADIUM WnT(erra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 8/4/2016 CHECKED BY: C. SUTTELL DATE: 8/4/2016 PROJECT MANAGER: C. SUTTEL LAYOUT NAME: C FIGURE 1-53 VANADIUM DUKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-53 GEOLOGIC CROSS SECTION C-C' VANADIUM RESULTS 1 C f_ C All"% 0 U a� W a Q U) U z O U LIJ O Of U U_ 0 O O LL] 0 tz Q W Li- LU m Q U LIJ 0 U) a) Z3 LL Cn Q U I O LU 6 rl N U) a� W U) Q 0 C c� m U) Q co 0 Li- (D c� U m O / m N O vi a� LZA 0 n E. a� LU 0 0 / 250 240 230 220 210 200 190 180 170 160 150 Ij140 LLj 130 U) 120 2 W 110 z 100 U 90 Q 80 � 70 c -- O J 4— W 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 II Mrs NMI ME NMI M7 owl O CD O O O C) C) CD C) (D CD C) O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O CDC) O O CD CD C) O CD O CD C:) C)C) O O C:) CD CD CD CD CD CD CD CD CD CD C) C) C) C) C) CD C) C) C) C) CD CD CD CD CD CD CD CD CD C) C) C) C) C) C) C)+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N O N co d O ti 00 O co "TLo (0 Co d) N OM OO NO N N N N N N N N M M M M M M co M M It It ;I- � It 't "It It 't 't NORTHWEST Station (feet) SECTION D-D' BORON FACING NORTHEAST 250 240 230 220 210 200 190 180 cJn 170 > W 160 150 140 L~LI LLI 130 U) 120 110 W 100 z 90 U 80 Q 70 DW-9: NS nI NONE NINE MINE MEN SEEN mom mom son MIMI 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ T- N CO d' LO (fl rl- 00 0) O � N CO d LO CD 00 M O — N M d- LO (O ti M M O — N M d' U-) (fl rl- c0 M O — N M It LO (p ti W M O — N M 't LO O � M M O N M LO LO Ln LO LO Ln LO LO Ln O (4 (D (o (o (o O (4 (fl (o r- I-- r-- r-- I-- r- r- I-- r- r-- Co co co co co co co co co co M M M M M M 5 M M M O O O O O O O O O O SOUTHEAST Station (feet) SECTION D-D' BORON FACING NORTHEAST c — O -j U) W W GRAPHIC SCALE 300 0 300 IN FEET HORIZONTAL: 1"=300' 30 0 30 60 IN FEET VERTICAL: 1"=30' COAL ASH MIX OF COAL ASH AND SOIL A14MIT, F_ l4NF_1I CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION INS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER SOIL SAMPLE WELL SCREEN WITH CONCENTRATION OF COI (micrograms per liter) SOURCES: 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L / IMAC VALUES EQUALS: 700 micrograms per liter for BORON �3 synTerra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 8/2/2016 CHECKED BY: C. SUTTELL DATE: 8/2/2016 PROJECT MANAGER: C. SUTTELL LAYOUT NAME: D FIGURE 1-54 BORON UKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-54 GEOLOGIC CROSS SECTION D-D' BORON RESULTS 1 C f_ C AII"1 0 U a� W ri Q U) U z O U LLj O Of U U_ 0 O O w 0 tz Q W Li- LU m Q U LLJ r) U) a) Z3 Cn Q U I U LU 6 .-H N U) Q) W U) Q 0 C c� m U) Q co 0 Li- (D U m O / m N O vi a� LZA 0 n E. a� LU 0 / 250 240 230 220 210 200 190 180 170 160 150 Ij140 LLj 130 U) 120 2 W 110 z 100 U 90 Q 80 � 70 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 II Olson IIIIIIIIIIIIIIII MEN IIIIIIIIIIIIIII NINE IIIII III O CD O O O CD C) CD CD (D CD C) O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O CD CD CD CD CD CD CD CD CD CD C) C) CD C) O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N O N M d O ti 00 O (0 Co d) N OM OO NO N N N N N N N N co M M M co M M M M It It ;I- � It 't "It It 't 't NORTHWEST Station (feet) SECTION D-D' HEXAVALENT CHROMIUM FACING NORTHEAST 250 240 230 220 210 200 190 180 U) 170 W 160 150 140 LU Lu 130 U) 120 110 W 100 z 90 U 80 Q 70 DW-9: NS ng NONE � iON 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ T- N CO d' LO (fl � 00 O O � N CO d LO CD ti 00 M O — N M d' LO (O ti M M O — N M d' U-) (fl � 00 M O — N M It LO (p ti W M O — N M 't LO O � M M O N M LO LO Ln LO LO Ln LO LO Ln O (4 (D (o (o (o O (4 (fl (o r— I-- r-- r-- I-- r— r— I-- r- r-- Co 0o co 0o 0o 0o 0o 00 0o 0o M M M M M M 5 M M M O O O O O O O O O O SOUTHEAST Station (feet) SECTION D-D' HEXAVALENT CHROMIUM FACING NORTHEAST c O � U) W COAL ASH MIX OF COAL ASH AND SOIL CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION GRAPHIC SCALE 300 0 300 600 ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER SOIL SAMPLE IN FEET HORIZONTAL: 1"=300' WELL SCREEN WITH CONCENTRATION OF COI 30 0 30 60 (micrograms per liter) IN FEET VERTICAL: 1"=30' SOURCES: 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. NC DHHS SCREENING VALUE EQUALS: 0.07 micrograms per liter for HEXAVALENT CHROMIUM 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR DATE: 8/2/2016 CHECKED BY: C. SUTTELL DATE: 8/2/2016 PROJECT MANAGER: C. SUTTELL LAYOUT NAME: D FIGURE 1-55 CHROMIUM D U K E PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-55 GEOLOGIC CROSS SECTION D-D' HEXAVALENT CHROMIUM RESULTS 1 C f_ C All"% 0 U a� W a Q U) U z O U LLJ O Of U U_ 0 O J O w 0 Q W Li- LU m Q U LLJ 0 / Cn a) Z3 to i7 Cn Q U I O LU 6 (ll Cn a� W Cn Q 0 C c� m U) Q co CD L_ CD c� U m O / m N O vi a� LZA 0 n E. a� LU Cv 0 / 250 240 230 220 210 200 190 180 170 160 150 Ij140 LLj 130 U) 120 2 LLJ 110 z 100 U 90 Q 80 � 70 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 II ORION MEN 141 O CD O O O C) C) CD C) (D CD C) O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O C)C) O (5 CD CD C) C--) C:) O C:) C:) C)C) O O C:) C) CD CD CD CD CD CD CD CD CD C) C) C) C) C) CD C) C) C) C) C) C) C) CD CD CD CD CD CD C:) C:) C:) C) CD C:) C:)+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N O N co d (9 ti 00 (3) co "TC9 Co CD NO N N N N N N N N N MM M M M CM M M N M It NT ;I -It 't "It NT 't 't OO NORTHWEST Station (feet) SECTION D-D' COBALT FACING NORTHWEST 250 240 230 220 210 200 190 180 U) 170 W 160 150 140 LU W 130 U) 120 110 W 100 z 90 U 80 Q 70 � son monsoons IF 0 soon Olson 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ T_ N CO d' LO (fl It- 00 0) O V N CO d LO CD ti 00 M O - N M d LO (O I� M M O - N M d' U-) (fl It- 00 M O - N M It LO (Q ti W M O - N M 't LO (O I� M M O N M LO LID U-) LO LID U-) LO LID U-) (Q (4 (D (o (o (.O (Q (4 (fl (o r— ti ti r__ ti r— r— ti ti r__ Co co co 0o 0o co co 00 0o 0o M O M M O M 5 O M M O O O O O O O O O O SOUTHEAST Station (feet) SECTION D-D' COBALT FACING NORTHWEST COAL ASH MIX OF COAL ASH AND SOIL CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS GRAPHIC SCALE IN MICROGRAMS PER LITER 300 0 300 600 SOIL SAMPLE IN FEET WELL SCREEN WITH HORIZONTAL: 1"=300' CONCENTRATION OF COI (micrograms per liter) 30 0 30 60 IN FEET SOURCES: VERTICAL: 1"=30' 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM RIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L / IMAC VALUES EQUALS: 1 microgram per liter for COBALT c O � Werra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 7/25/2016 CHECKED BY: C. SUTTELL DATE: 7/25/2016 PROJECT MANAGER: C. SUTTELL LAYOUT NAME: D FIGURE 1-56 COBALT DUK ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-56 GEOLOGIC CROSS SECTION D-D' COBALT RESULTS 1 C f_ C AII'1 0 U a� W ri Q U) U z O U LLJ O Of U U_ 0 O J O W 0 tz Q LJ Li- LU Q U w 0 / U) a) Z3 to i7 Cn Q Cn U I O LU 6 rl N U) W U) Q 0 C c� m U) Q co 0 LL (D U m O / m N O vi a� LZA 0 n E. a� LU 0 0 / 250 240 230 220 210 200 190 180 170 160 150 Ij140 LLj 130 U) 120 2 W 110 z 100 U 90 Q 80 � 70 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 II MW-11: Fe 5,750 MW-17BR: M 717BR Fe 69 Fe 7 F :ei2 BMW BMW-05BR: Fe 0 ME ON 00 MEN O O O O O O O O O O O O O CD O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O CD C) CD O CD CD C) O CD O CD C:) C)C) O O C:) CD CD CD CD CD CD CD CD CD CD C) C) C) C) C) CD C) C) C) C) CD CD CD CD CD CD CD CD CD C) C) C) C) C) C) C)+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N O N co d O ti 00 O co "TLo (0 Co d) N OM OO NO N N N N N N N N M M M M M M co M M It It ;I- � It 't "It It 't 't NORTHWEST Station (feet) SECTION D-D' IRON FACING NORTHEAST FMW-09: Fe 406 MW-09BR: Fe 427 50 40 30 20 10 00 90 80 U) 70 > W 60 50 40 w W 30 U) 20 10 W 00 z 0 U 0 Q 0 MENOMONEE f 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ T_ N CO "t LO (fl rl- 00 0) O V N CO d LO CD 00 M O — N M d LO (O I` M M O — N M "t U-) (fl rl- a0 M O — N M It LO (p ti W M O — N M 't LO (O I� M M O N M LO LO U-) LO LO U-) LO LO U-) O (4 (D (o (o (o O (4 (fl (o r— I__ r__ r__ I__ r— r— I__ r- r__ Co co co co co co co co co co O O O O O O O O O O O O O O O O O O O O SOUTHEAST Station (feet) SECTION D-D' IRON FACING NORTHEAST GRAPHIC SCALE 300 0 300 600 IN FEET HORIZONTAL: 1"=300' 30 0 30 60 COAL ASH MIX OF COAL ASH AND SOIL CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (J U LY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION INS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER SOIL SAMPLE WELL SCREEN WITH CONCENTRATION OF COI (micrograms per liter) IN FEET SOURCES: VERTICAL: 1"=30' 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L / IMAC VALUES EQUALS: 300 micrograms per liter for IRON c O � U) Wq__ erra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 7/21/2016 CHECKED BY: C. SUTTELL DATE: 7/21/2016 PROJECT MANAGER: C. SUTTELL LAYOUT NAME: D FIGURE 1-57 IRON DUKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-57 GEOLOGIC CROSS SECTION D-D' IRON RESULTS 1 C f_ C All"% 0 U a� W a Q Cn U z 0 U LLJ Cn Cf) 0 Of U U_ 0 0 0 LLJ 0 tz Q LLJ LL- LU m Q U LLJ 0 U) a) Z3 LL Cn Q Cn U I U LU 6 N U) a� W U) Q 0 C c� m U) Q co 0 L- (D U m 0 / C9 N O vi a� LZA 0 n E. a� LU 0 0 / N N N 0 N co 0 250 240 230 220 210 200 190 180 170 160 150 Ij140 LLj 130 U) 120 2 W 110 z 100 U 90 Q 80 � 70 c— O J 4—U) N � W 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 II MW-11: Mn 1,350 milli NONE .000 0 0 0 o O O O O O o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C:) CD o CD CD C) 0 CD O C) C:) C:)0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N O N M d O ti 00 CA CD LO O M O N M LO CD r1- 00 NO N N N N N N N N MM M M M M M M N M It It ';I- � It 'It "It It '::I- 'It LO NORTHWEST Station (feet) SECTION D-D' MANGANESE FACING NORTHEAST MW-09--M I360 MW-09BR: Mn 778 50 0 30 20 10 00 0 c 0 U) ca � 0 a� W 0 0 0 LLI LLI 0 U) 0 U) 10 W 0 z U 0 Q MENOMONEE :11 LTA VIT1111 I:] :;M IVA nommoon WANES IN 111111111 ........ ..... wall soon MEN MIN 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 O O o O o 0 o O o O o O o 0 o O o O O O O o o O O O O O o o O O O O o O O o o O o O O o 0 0 o O O o o O o O o 0 o O o O o 0 0 O o O O O o O o O O O o O o O O O o O o O o 0 o O o O O O o O o O O o o O o O o 0 o O o 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ N CO d' LO (fl � 00 0) O N CO d LO CD ti 00 M O N M d' LO CO I� CO M O N M d' Lti Cfl � 00 M O N M It LO O ti W M O N M 't LO CO I� 00 M O N M 1-0 LO Ln LO LO Ln LO LO Ln CC) C4 CO CO CO CO CC) C4 CO CO r- ti ti r-- ti r- r- ti ti r-- Co co co co co co co W co co M M M M M M CA M M M O O O O O O O O O O SOUTHEAST Station (feet) SECTION D-D' MANGANESE FACING NORTHEAST c O � co W 41) COAL ASH MIX OF COAL ASH AND SOIL CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION GRAPHIC SCALE 300 0 300 600 ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER SOIL SAMPLE IN FEET HORIZONTAL: 1"=300' WELL SCREEN WITH CONCENTRATION OF COI 30 0 30 60 (micrograms per liter) IN FEET VERTICAL: 1"=30' SOURCES: 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM RIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L / IMAC VALUES EQUALS: 50 micrograms per liter for MANGANESE 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 7/21/2016 CHECKED BY: C. SUTTELL DATE: 7/21/2016 PROJECT MANAGER: C. SUTTELL LAYOUT NAME: D FIGURE 1-58 MANGANESE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-58 GEOLOGIC CROSS SECTION D-D' MANGANESE RESULTS 1 C f_ C AII"1 0 U a� W a Q M U z O U LIJ O Of U U_ 0 O O LLJ 0 tz Q LLJ Li- LU m Q U LLJ 0 U) a) Z3 LL_ Cn Q Cn U I U LU 6 .-H N U) a� W U) Q 0 C c� m U) ICU 0 Li- (D 0- U O / m N O vi a� LZA 0 n E. a� LU 0 0 / 250 240 230 220 210 200 190 180 170 160 150 Ij140 LLJ 130 U) 120 2 W 110 z 100 U 90 Q 80 � 70 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 Ell com IIIIIIIIIIIIIIIIIIIIII milli Jill 11, NINE �11 -r MENEM 0 BEA A O O O O O O O O O O O O O CD O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O CD C) CD O CD CD C) O CD O CD C:) C)C) O O C:) CD CD CD CD CD CD CD CD CD CD C) C) C) C) C) CD C) C) C) C) CD CD CD CD CD CD CD CD CD C) C) C) C) C) C) C)+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N O N co d O ti 00 O co "T(0 Co d) N OM CD NO N N N N N N N N M M M M M M co M M It It ;I- � It 't "It It 't 't NORTHWEST Station (feet) SECTION D-D' STRONTIUM FACING NORTHEAST MW-09: Sr 4 8 00 MW-09BR: Sr 593 250 240 230 220 210 200 190 180 U) 170 W 160 150 140 L~LI W 130 U) 120 110 W 100 z 90 U 80 Q 70 19001 '7 HH IIIIIIIIIINg 1. 0 NONE ONE Bonn 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ T- N CO d' LO (fl � 00 O O � N CO d LO CD f'- 00 M O — N M d' LO (O Il- 00 M O — N M d' U-) (fl � 00 M O — N M It LO (p ti W M O — N M 't LO (O � 00 M O N M LO LO Ln LO LO Ln LO LO Ln O O (D (O O (O O O (fl (O ti ti ti ti ti r- ti ti ti ti Co 00 M 00 00 00 00 00 00 00 M M M M M M 5 M M O O O O O O O O O O O SOUTHEAST Station (feet) SECTION D-D' STRONTIUM FACING NORTHEAST COAL ASH MIX OF COAL ASH AND SOIL A14MIT, F_ l4NF_1I CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUD STONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (J U LY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION GRAPHIC SCALE 300 0 300 600 ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER SOIL SAMPLE IN FEET HORIZONTAL: 1"=300' WELL SCREEN WITH CONCENTRATION OF COI 30 0 30 60 (micrograms per liter) MENOMONEE IN FEET VERTICAL: 1"=30' SOURCES: 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM RIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L / IMAC VALUES EQUALS: Not Established for STRONTIUM 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 7/21/2016 CHECKED BY: C. SUTTELL DATE: 7/21/2016 PROJECT MANAGER: C. SUTTELL LAYOUT NAME: D FIGURE 1-59 STRONTIUM DUKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-59 GEOLOGIC CROSS SECTION D-D' STRONTIUM RESULTS 1 C f_ C All"% 0 U a� W a Q Cn U z O U LIJ Cn Cf) O Of U U_ 0 O O LLJ 0 tz Q W Li- LU m Q U LIJ 0 U) a) Z3 to LL Cn Q Cn U I U LU 6 cH N U) W U) Q 0 C c� m U) Q co 0 Li- (D U m O / m N O vi a� LZA 0 n E. a� LU 0 0 / 250 240 230 220 210 200 190 180 170 160 150 Ij140 LLj 130 U) 120 2 W 110 z 100 U 90 Q 80 � 70 c— O J 4— W 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 II MW-11: SO4 170 NONNI IIIII IT I Olson MEN AM M71 O O O O O O O O O O O O O CD O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O CD C) CD O CD CD C) O CD O CD C:) C)C) O O C:) CD CD CD CD CD CD CD CD CD CD C) C) C) C) C) CD C) C) C) C) CD CD CD CD CD CD CD CD CD C) C) C) C) C) C) C)+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N O N co d O ti 00 CA Lo (0 Co d) N OM OO NO N N N N N N N N M M M M M M co M M It It ;I- � It 't "It It 't 't NORTHWEST Station (feet) SECTION D-D' SULFATE FACING NORTHEAST FMW-09. 704 51 MW-09BR: SO4 1.6 250 240 230 220 210 200 190 c 180 U) 170 > W 160 150 140 L~LI W 130 U) 120 U) 110 W 100 z 90 U 80 Q 70 oil FIF wool soon 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ T- N CO d' LO (fl � 00 O O � N CO d LO CD ti 00 M O — N M d' LO (O ti M M O — N M d' U-) (fl � 00 M O — N M It LO (p ti W M O — N M 't LO O I� M M O N M LO LO Ln LO LO Ln LO LO Ln O (4 (D (o (o (o O (4 (fl (o r- I-- r-- r-- I-- r- r- I-- r- r-- Co 0o co 0o 0o co 0o 0o co 0o M M M M M M CA M M M O O O O O O O O O O SOUTHEAST Station (feet) SECTION D-D' SULFATE FACING NORTHEAST c O � W COAL ASH MIX OF COAL ASH AND SOIL CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION INS NOT SAMPLED LESS THAN LISTED CONCENTRATION GRAPHIC SCALE 300 0 300 600 ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER SOIL SAMPLE IN FEET HORIZONTAL: 1"=300' WELL SCREEN WITH CONCENTRATION OF COI 30 0 30 60 (micrograms per liter) IN FEET VERTICAL: 1"=30' SOURCES: 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L / IMAC VALUES EQUALS: 250 milligrams per liter for SULFATE 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 7/21/2016 CHECKED BY: C. SUTTELL DATE: 7/21/2016 PROJECT MANAGER: C. SUTTELL LAYOUT NAME: D FIGURE 1-60 SULFATE DUKE ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-60 GEOLOGIC CROSS SECTION D-D' SULFATE RESULTS 1 C f_ C AII"1 0 U a� W a Q Cn U z O U LLj Cn Cf) O Of U U_ 0 O O w 0 tz Q L1J Li- LU m Q U LLJ 0 U) a) Z3 LL Cn Q Cn U I O LU 6 cH N U) a� W U) Q 0 C c� m U) Q co 0 L- (D U O / m N O vi a� LZA 0 n E. a� LU 0 0 / 250 240 230 220 210 200 190 180 170 160 150 Ij140 LLJ 130 U) 120 2 W 110 z 100 U 90 Q 80 � 70 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 II MW-11: TDS 540 NONNI Olson MEN III MW . IF, Ili —aft, Y IIIIIIIIIIIIIIIIIIIIIII Ilk -rull ow I O O O O O CD CD CD CD O CD O CD O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O CD CD CD CD CD CD CD CD CD CD CDC) O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N O N co d cor--00 CA (0 Co MNO N OM OLID N N N N N N N N co M M M co M M N M 't It Nt 't It 't "It It 't 't NORTHWEST Station (feet) SECTION D-D' TOTAL DISSOLVES SOLIDS FACING NORTHEAST FMW-09. TDS 560 MW-09BR: TDS 360 250 240 230 220 210 200 190 180 U) 170 W 160 150 140 LU Lu 130 U) 120 110 W 100 z 90 U 80 Q 70 MENOMONEE ]IF PP I P wool 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ N CO d' LO (fl � 00 O O N CO d LO CD ti 00 M O N M d LO (O I� M M O N M d' U-) (fl � 00 M O N M It LO (p ti W M O N M 't LO (0 I� M M O N M LO LO Lr) LO LO Lr) LO LO Lr) O (4 (D (o (o (o O (4 (fl (o r— ti ti r__ ti r— r— ti ti r__ Co 0o M 0o 00 co 0o 00 co 0o M M M M M M CA M M M O O O O O O O O O O SOUTHEAST Station (feet) SECTION D-D' TOTAL DISSOLVES SOLIDS FACING NORTHEAST c O � U) LU GRAPHIC SCALE 300 0 300 IN FEET HORIZONTAL: 1"=300' 30 0 30 60 IN FEET VERTICAL: 1"=30' COAL ASH MIX OF COAL ASH AND SOIL A14MIT, F_%l4NF_1I CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER SOIL SAMPLE WELL SCREEN WITH CONCENTRATION OF COI (micrograms per liter) SOURCES: 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH . NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L / IMAC VALUES EQUALS: 500 milligrams per liter for TOTAL DISSOLVED SOLIDS LJ synTerra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 7/25/2016 CHECKED BY: C. SUTTELL DATE: 7/25/2016 PROJECT MANAGER: C. SUTTELL LAYOUT NAME: D FIGURE 1-61 TDS ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-61 GEOLOGIC CROSS SECTION D-D' TOTAL DISSOLVED SOLIDS RESULTS 1 C f_ C AII"1 0 U a� W a Q Cn U z O U LIJ Cn Cf) O Of U U_ 0 O O LLJ 0 tz Q LLJ Li- LU m Q U LLJ 0 U) a) Z3 LL Cn Q Cn U I O LU 6 rl N U) W U) Q 0 C c� m U) Q co 0 L- (D U m O uJ N O vi a� LZA 0 n E. a� LU 0 0 / 250 240 230 220 210 200 190 180 170 160 150 Ij140 LLj 130 U) 120 2 W 110 z 100 U 90 Q 80 � 70 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 II MW-11: V 1.13 NONNI Ni Solon WNW m, O O O O O O O O O O O O O CD O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O CD C) CD O CD CD C) (z) CD O CD C:) C)C) O O C:) CD CD CD CD CD CD CD CD CD CD C) C) C) C) C) CD C) C) C) C) CD CD CD CD CD CD CD CD CD C) C) C) C) C) C) C)+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N O N co d O ti 00 CA Lo (0 Co d) N OM OO NO N N N N N N N N M M M M M M co M M It It ;I- � It 't "It It ::I- 't NORTHWEST Station (feet) SECTION D-D' VANADIUM FACING NORTHEAST FMW-09. V <0.3 MW-09BR: V <0.3 250 240 230 220 210 200 190 180 U) 170 W 160 150 140 L~LI W 130 U) 120 U) 110 W 100 z 90 U 80 Q 70 nw�a MENOMONEE Mori 1:01k Wr -TI oil soon 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ T- N CO d' LO (fl � 00 O O � N CO d LO CD f'- 00 M O — N M d' LO (O Il- M M O — N M d' U-) (fl � 00 M O — N M It LO (p ti W M O — N M 't LO (O � M M O N M LO LO Ln LO LO Ln LO LO Ln O (4 (D (O O (O O (4 (fl (O ti ti ti ti ti r— ti ti ti ti Co co co co c0 co co w co co M M M M M M CA M M O O O O O O O O O O O SOUTHEAST Station (feet) SECTION D-D' VANADIUM FACING NORTHEAST GRAPHIC SCALE 300 0 300 IN FEET HORIZONTAL: 1"=300' 30 0 30 60 IN FEET VERTICAL: 1"=30' COAL ASH MIX OF COAL ASH AND SOIL CLAY WITH SILT AND FINE SAND SAND WITH FINES COARSE SAND WITH GRAVEL SAPROLITE WEATHERED ROCK MUDSTONE BEDROCK SANDSTONE BEDROCK POTENTIAL DIABASE DIKE WATER LEVEL JULY 12 & 13, 2016 (APPROXIMATE) ASH PORE WATER LEVEL (JULY 12 & 13, 2016) SURFICIAL WATER LEVEL (JULY 12 & 13, 2016) BEDROCK WATER LEVEL (JULY 12 & 13, 2016) HASH MARKS POINT TO DECREASING CONCENTRATIONS CONCENTRATION CONTOUR DASHED WHERE INFERRED CWEC - COOLING WATER EFFLUENT CHANNEL 250 CONCENTRATION NS NOT SAMPLED LESS THAN LISTED CONCENTRATION ABMW-03BR: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER SOIL SAMPLE WELL SCREEN WITH CONCENTRATION OF COI (micrograms per liter) SOURCES: 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD 83). 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH. NOTE: 1. CONTOUR LINES ARE USED FOR REPRESENTATIVE PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. 2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 1-2. 3. SOIL SAMPLE RESULTS WERE REPORTED IN THE INITIAL CSA REPORT (SEPTEMBER 2015). 4. CONCENTRATIONS SHOWN ARE FROM THE JANUARY, MARCH, OR JULY 2016 SAMPLING EVENTS. 5. 2L / IMAC VALUES EQUALS: 0.3 micrograms per liter for VANADIUM �J synTerra 148 River Street, Suite 220 Greenville, South Carolina 29601 864-421-9999 www.synterracorp.com DRAWN BY: K. ST.CYR I DATE: 7/21/2016 CHECKED BY: C. SUTTELL DATE: 7/21/2016 PROJECT MANAGER: C. SUTTELL LAYOUT NAME: D FIGURE 1-62 VANADIUM ENERGY PROGRESS CAPE FEAR STEAM ELECTRIC PLANT 500 CP & L ROAD MONCURE, NORTH CAROLINA FIGURE 1-62 GEOLOGIC CROSS SECTION D-D' VANADIUM RESULTS CID a T 80% � Ci � 80% ' 60 ' 60% � ea 40% : 40% 20% k k k k 0 0 0 0 NO CP � 2096 ail i • �. I r ,tip synTerra 148 RIVER STREET, SUITE 220 GREENVILLE, SOUTH CAROLINA 29601 PHONE 864-421-9999 www. synterracorp.com DRAW N BY: J. GILMER DATE: JULY 2016 PROJECT MANAGER: C.SUTTELL LAYOUT: P:\Duke Energy Progress. 1026\103. Cape Fear Ash Basin GW Assessment\19.EG_CSASUP\Figures\Piper Diagrams Red Diamonds = Ash Pore Water Wells Blue Overturned Triangles = Bedrock Wells Screened Beneath Ash Basin Black Stars = Background Bedrock Wells 3reen Circles = Remaining Bedrock dells FIGURE 1-63 PIPER DIAGRAM - ASH PORE WATER & BEDROCK GROUNDWATER CAPE FEAR STEAM ELECTRIC PLANT 500 CP&L ROAD 40 0 14A7 synTerra J� 148 RIVER STREET, SUITE 220 GREENVILLE, SOUTH CAROLINA 29601 PHONE 864-421-9999 www.synterracorp.com DRAW N BY: J. GILMER DATE: JULY 2016 PROJECT MANAGER: C.SUTTELL LAYOUT: P:\Duke Energy Progress.1026\103. Cape Fear Ash Basin GW Assessment\19.EG_CSASUP\Figures\Piper Diagrams Red Diamonds = Ash Pore Water Wells Black Triangles = Upper Surficial Background Wells Black Stars = Lower Surficial Background Wells Magenta Hourglass = Upper Surficial Well Screened Beneath Ash Basin Green Over Turned Triangles = Lower Surficial Wells Screened Beneath Ash Basin Cyai? Wet Blue Circles = Remaining Lower Surficial Wells NOTE: Hollow shapes indicates difference in ion charge balance > 10%. FIGURE 1-64 PIPER DIAGRAM — ASH PORE WATER & SURFICIAL GROUNDWATER CAPE FEAR STEAM ELECTRIC PLANT 500 CP&L ROAD 'TMW -02 57.94 -- - X Lk II MW-21BR 0pwrcTmWW-048' 1978 ASH lqsll BASIN 5 BASIN Cn ■ 1970 ASH BASIN AOW03BIR MW-02 O-Z ju... A&sL&i=644&'_ j ro 3G M -04 lf&.202k , 4, L 1 N% '60' CTMW-07 -4 !' !F—'- MW-16BR 164 -5000, M�e - I ffil P" ■ 1985 ASH ABMW-01BR BASIN 1172.48 167178 D"'D :95 LEGEND MONITORING WELL LOCATION AND GROUNDWATER ELEVATION Lo iw MW-06BR CO MW-09BR MW-09 69 1178.25 ASH BASIN BOUNDARY ASH BASIN COMPLIANCE BOUNDARY DUKE ENERGY PROGRESS CAPE FEAR PLANT SITE On BOUNDARY MW-12BR BEDROCK ELEVATION CONTOUR IN FEET (MSL.) INFERRED BEDROCK ELEVATION CONTOUR IN FEET ■ NOTES: WATER LEVELS COLLECTED BY SYNTERRA ON JULY 12-13TH, 2016 DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83/2011). 2014 AERIAL ORTHOPHOTOGRAPHY OBTAINED FROM USDA NRCS d7p GEOSPATIAL DATA GATEWAY (https://gdg.sc.egov.usda.gov/GDGOrder.aspx). cl GRAPHICSCALE 410 205 0 410 820 FIGURE 1-65 NEEZENZINNEENEEI:::= N FEET BEDROCK WATER LEVEL MAP I 148 RIVER STREET, SUITE 220 JULY 2016 GREENVILLE, SOUTH CAROLINA 29601 PHONE 864-421-9999 CAPE FEAR POWER PLANT �w.svnterracomcom MONCURE, NORTH CAROLINA Dl-N . : 1. ROBERTS DATE: 08/04/2016 synTerra PROJECT YMANAGER: C. SUTTELL CHECKED BY: C. SUTTELL [ 11D.Ik. E-1. Pl=.-111261.. GIS BASE D.I.ne F—IM.. D..l.SA S.pO ... MIW.t., level —.n-nl,.li.n B.&.. M.. ll—..Q 1956 ASH BASIN ,goo f-J CMW-02 rnn 158 D .] 7a 6 MW-15SU 163.72 BGMW-04° " MW-15SL `1'64.65 162.26 4t { MW-11 / MW-22S MW-17SL MW-17SU J 162.31 ' ♦ s4 PZ-02 ` 169.36 CMW-05 i P16PZ "' 7.64 1970 ASH BASIN ABMW-03SR II-16S.05 'r _J''" 23S 13S 86 Ilk n- `t LEGEND MONITORING WELL LOCATION AND GROUNDWATER '+ ■- ELEVATION I_ ASH BASIN BOUNDARY :MW-06 ' _ _ - ASH BASIN COMPLIANCE BOUNDARY 64.91 ' ^ DUKE ENERGY PROGRESS CAPE FEAR PLANT SITE BOUNDARY ■ - SURFICIAL ELEVATION CONTOUR IN FEET (MSL.) \'r ■ "' --- INFERRED SURFICIAL ELEVATION CONTOUR IN FEET MW-18S _ �y NPDES Outfall 007 I BRANCH B (MLS.) d J MW-12 ■ ": ■ NOTES: • '� I WATER LEVELS COLLECTED BY SYNTERRA ON JULY 12-13TH, 2016 ■�� ■ ', DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM PIPS 3200 (NAD83/2011). 1W-13 2014 AERIAL ORTHOPHOTOGRAPHY OBTAINED FROM USDA NRCS 31.18 O IAL DATA GATEWAY GE SPAT A AY r. T, (https://gdg.sc.egov.usda.gov/GDGOrder.aspx). 410 205 GORAPHICSCALE 410 820 FIGURE 1-66 Mw-2os —,. IN FEET SURFICIAL WATER LEVEL MAP 159.29 �'� z _ 148 RIVER STREET, SUITE 220 J U LY 2016 PHONE864-4219T99ARounAz9so1 CAPE FEAR POWER PLANT mTerra DRAW nY:1.ROr ERTS MONCURE, NORTH CAROLINA PROJECT MANAGER:C. SUTTELL DATE: 08/04/2016 CHECKED BY: K. DONOVAN 1978 ASH BASIN