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HomeMy WebLinkAboutNC0004979_03_Allen_CAP Update 2019_Figures_Large Sheets_20191231Corrective Action Plan Update December 2019 Duke Energy Carolinas, LLC - Allen Steam Station FIGURES (CAP Content Section 10) LARGE SHEETS SynTerra i �I1�1 i O IIII II 0 0 c� �II%y I �'ll it I gyp►!. �. � - , �= / • _ 1PROPOSED EXTRACTION COLLECTION AND PUMP STATION III � �'� �� � •'`' a 1��:= • - ® OF • /I I •- \/ • \/ \/ f ILAICI W-74 ,wi TIE INTO FIRE WATER LINE (APPROXIMATE) Iw-68 Iw-ss Iw-71 � Iw-73 r EX-17 IW-70 PROPOSED EXTRACTION WA 18D 1D / R �� GWA-30D COLLECTION AND PUMP STATION I-6 A-18S I °� I ! CCR-4D _ � I I o f - - - / A \ � THE TOPOGRAPHY IN THE LIVE COAL PILE I a o ( - - - - -CCR-4S • I AND HOLDING BASIN AREA IS APPROXIMATE all ° CCR 4DA v �� I� I HOLDING BASIN �( LOCATIONS OF EXTRACTION WELLS, INJECTION I I I / AB-41SS r EX-19 WELLS,PIPING, AND TANKS, MAYBE ADJUSTED PROPOSED EXTRACTION EX-71 I DUE TO THE DENSITY OF UTILITIES AND COLLECTION AND PUMP STATION INFRASTRUCTURE IN THE REMEDIAL AREA o G (7 0 a { lubi ASH BASIN ° � s o I � I 44SS o o AB 40D ' •o �� � � �� EX-225 EK EX-26 EX-27 3 EX-24� . I Q D ' I I I I I I\ 610 sTo I oe 6Q°Q a d STRUCTURALFILL STRUCTURAL FILL I I o 0 0 I CCR6D s2o -- --- -- ----- / PROPOSED EXTRACTION COLLECTION \ I AB-33D L Lso v/ t I I I ' I I I � I AB 43AP ° /// a �°� I I � • °` r `° o� \ 1 I m o •o w°° o o d0 ° e � 1 I e 0 I AB-43D' 4� //// \ ° I . ° 8 °.�. I ro m � u°'oi I I .n � ? 4 ° o a h I j O I is i i i i ° . / / / o LP-o Q� ��\ \ \ ego ° `� ° y, ° • EX-29 Z� I I I I Ex-31 CCR-11S �° j•¢' O �� , • j I ° � I II � �� I I z CCR-11D \ CCR-11DA D / a: I I II I II I I � °-.- - I I o I I I o \ 1 o o n I I I AB-35S a o 4 o° I I AB 35 I/ I l RETIRED ASH ASH LANDFILL BASIN -PHASE I c Ap AB-31S I I D �� ° I I AB-35SS I I AB-31D '� III EX-33 °?19'� p I j ASH STORAGE AB-350WAL30 AB-350WAL I ° I I I � I b„ GWA-4D GWA-4S I CELL 1 CELL 2A CELL 2B RETIRED ASH BASIN o I I I AB 350WAU I I GWA 4BR �, . °� C� I I I I AB-35PWA I° I I I I • EX-34 �} �° o D��ao i I II • X-35 I OF EXTRACTION WELLS, INJECTION O WELATIONS LS PIPING AND TANKS, MAYBE ADJUSTED I I I I DUE TO THE DENSITY OF UTILITIES AND INFRASTRUCTURE IN THE REMEDIAL AREA ) I s70 AB-29SS II l i 1 I I / I I sso AB_- o --'- I A29-�SL E-------------W-- MRGENCYPILLA--Y 1 AB-9S � �\' I I � � o / � .ao °•1b.. n 62o CPIPES .� l o o I PROPOSED EXTRACTION s3o COLLECTION AND PUMP STATION EX-37 OW 18 OW 16 sao _ _---- . jIl ♦ o ow- 15 f _ NPDES OUTFALL 008 \\\ °o ♦ a ° = �'`/ OW 17 e- s3o ___----� -- - ---_ \ b \\ I AB 8 o ______- - AB-27S - AB-28D B-27 11 II � i Ex-3s V, � o� GWA-22D \ / PN-2D I I II PN-1D Ex-39 \ / / I I 41I 1 I I II I 1 ° O � I ° pp a ■ � � I I d ° I I I I I I I ' II t o I I I I PRIMARY POND 3 I I e 0 4 1 I I I I I I II _ I I I I I I • I D O I a I I I I I l PROPOSED EXTRACTION ° Ex-4i COLLECTION AND PUMP STATION Ib n g Q I I I I I I � � o o III III I m o � , e �`� �o -° I I I v 6 PRIMARY POND 1 I I AB-24SL PRIMARY POND 2 I I Q I I AB-25SS 0 RA / I GWA-3B I a I I i AB 246R AB 25S / AB-26S 4q I I I o 0 t AB-25SL // I GWA-3BRL • 1 0 �o I I I O j AB 256RU // 4 j I GWA 36R EX-42 GWA 3S .� � ■ � o o� °o i I Q a, '� VI j AB-25BR � / I I I GWA-3D j I I C)UILJJVIIERT STAIRS NPDES OUTFACE 108 -43 // • b ° Q I I UO I I " /i/ De ° P 3 �/� 1 I -• ail I Q �/ O o OW-4 II I I ° •c ° // / o� OW 5 I EX-44 I • Q a oQ Q 4° 0 / I \\ � I ° // ° I I I o - - - - - ---------- - - - - - - - - - - - - o° II - 0 GWA23S I I I 0/ // � 0 o I I EX-45 d GWA-23D _ I • I I / AB-23S / / EXTRACTIONPOSED COLLECTION AND PUI STATION EX46&EX-58 LOCATIONS OF EXTRACTION WELLS, INJECTION 6 ° ° O �II� WELLS,PIPING,AND TANKS, MAYBE ADJUSTED DUE TO THE DENSITY OF UTILITIES AND 1 INFRASTRUCTURE IN THE REMEDIAL AREA EX-47 & EX-59 z °o �d � • 00 a , D - - - - - - - o -. / / / °•o o I o I EX-48 & EX-60 EX--50 & EX-62 • . ° ° /� / / ° �'� o ` a' EX-49 & EX-61 / / a jJ / _ Q ' a �-✓ a8 g�o ° I EX-51 & EX-63 EX-53 & EX-( EX-52 & EX-64 f AB-10BRL ° e // d o, P. I I �E _gg 8 AB 10S � IIIIIIIIilllll i CULVERT 1 52°�^ LEGEND Ex-68 PROPOSED EXTRACTION WELL IN BEDROCK — DUKE ENERGY CAROLINAS PROPERTY LINE a �• AB-22S EX-55&EX-67 Exa1 PROPOSED EXTRACTION WELL IN SAPROLITE-TRANSITION ZONE - —ASH BASIN COMPLIANCE BOUNDARY ° ° °� o o Q o off° AB 22D f III II � I NPDES OUTFACE 104 O Ex-�5 85 BEDPROPOSED EXTRACTION WELL CLUSTER BurE-rRANsmoN WELL EXBEDROCK WELL ACTIVE ASH BASIN WASTE BOUNDARY o �e "ate p AB-22BRL I o b � o ° • ° d �° ,- � I I I EX-56&I Q ® IW-29 PROPOSED CLEAN WATER INFILTRATION WELL IN SAPROLITE-TRANSITION ZONE - — — — RETIRED ASH BASIN WASTE BOUNDARY-6s AB-25S WELL IN ASH PORE WATER RETIRED ASH BASIN LANDFILL WASTE BOUNDARY AB-25SS WELL IN SHALLOW ZONE RETIRED ASH BASIN ASH LANDFILL COMPLIANCE BOUNDARY °° I $ � AB-24D WELL IN DEEP ZONE °o DORS FILL BOUNDARIES d II CULVERIT 1 I NPDES OUTFALL 103 AB-27BR WELL IN BEDROCK ZONE o ° p I Ex-57& I 0 SURFACE WATER (AERIAL PHOTOGRAPH & TOPOGRAPHIC MAP BASED) {p ° °° A Ex-6s PROPOSED EXTRACTION GWA-5BR WELL ABANDONED ° ° s 4� p II COLLECTION AND PUMP STATION EFFLUENT CHANNEL (APPROXIMATE) [NON -JURISDICTIONAL] d p > °, ° I 1 C OW-20 PIEZOMETER IN UNKNOWN ZONE (AECOM DATA) ® ASH BASIN PONDED WATER (APPROXIMATE) 48" HDPE DISCHARGE PIPE 0W2 NESTED PIEZOMETER IN UNKNOWN ZONE (AECOM DATA) ® NPDES REGULATED PLANT WATER p ° o o ; DISCHARGE TOWER WAS I �_ NPDES y NPDES REGULATED PLANT WATER FLOW DIRECTION � ov ° a a� ° °° SP�oWAYS RREPLACED CTU EIN20,BH SPILLWAY 1 � ouTFALL o02 NPDES OUTFACE (APPROXIMATE) Q R STAIRS PROPOSED PROPOSED CLEAN WATER INFILTRATION LINE RIP RAP wo �' a° ° bg ��� °�. - II - NPDES OUTFALL 002 TOPOGRAPHIC CONTOUR (10' INTERVAL) CLEAN WATER INFILTRATION FLOW DIRECTION TOPOGRAPHIC CONTOUR (2' INTERVAL) PROPOSED WELL EXTRACTION COLLECTION LINE ° ' ° a• a ° bQ ° /i / PROPOSED TIE IN FROM EXTRACT[ o �° -�g= °�'e l��• // GROUNDWATERTREATMENTSYST s -Ilm- WELL EXTRACTION WATER FLOW DIRECTION ° °'a o. ••`3 =�'°o �"" � - P / `- - ------______= �� �� /� ° PROPOSED WELL EXTRACTION MAIN LINE CCR-20S ° WELL EXTRACTION MAIN LINE WATER FLOW DIRECTION P ° ° �? • o db° w / _ //� O PROPOSED EXTRACTED NOTES: 8 a o p. 1 // GROUNDWATER TREATMENT SYSTEM bq � - ' co ° O °. ° I // - < 1. NOT ALL UTILITIES ARE IDENTIFIED ON THIS DRAWING. THE UTILITIES SHOWN ON THIS DRAWING ARE VISUAL AIDS TO LOCATE THE STREAMS AND WETLANDS IN THE 4 ' ,'a D . 6 • \ / FIELD. THE HORIZONTAL LOCATION AND VERTICAL LOCATION HAVE NOT BEEN FIELD LOCATED ON ANY UTILITIES AND THE SHOWN LOCATIONS ARE APPROXIMATE.°_ / o 2. THE TOPOGRAPHY IS BASED ON LIDAR BARE EARTH DATA OBTAINED FROM THE FRIS\NORTH CAROLINA FLOOD RISK INFORMATION SYSTEM AT http://fris.nc.gov/fris/Download.aspx?PIPS=031&ST=NC&user=General%20PubIicANDADRAWING TITLED AERIAL TOPOGRAPHIC SURVEY-ALLEN STEAM STATION BY WSP, JOB NUMBER 157002.00 AND DRAWING FILE NAME APRIL 2014_ALLEN-FINAL _10-30-15.DWG n /j/✓� o / r 3. RETIRED ASH BASIN (RAB) LANDFILL WASTE BOUNDARY BASED LINER LIMITS IN THE S&ME DRAWINGS FOR THE RETIRED ASH BASIN (RAB) LANDFILL PHASE I, PROJECT NUMBER 7235-14-011, DATED 06-16-2015. / r o ° b / o 4. THE WATERS OF THE US DELINEATION HAS NOT BEEN APPROVED BY THE US ARMY CORPS OF ENGINEERS AT THE TIME OF THE MAP CREATION. THIS MAP IS NOT TO BE USED FOR JURISDICTIONAL DETERMINATION PURPOSES. THE WETLANDS AND STREAMS BOUNDARIES WERE OBTAINED FROM AMEC FOSTER WHEELER NOT FOR CONSTRUCTION61 a ° ENVIRONMENTAL & INFRASTRUCTURE, INC. NATURAL RESOURCE TECHNICAL REPORT FOR ALLEN STEAM STATION DATED MAY 29, 2015. GRAPHIC SCALE DUKE 200 0 50 200 400 CCR-22S '- - � szo GWA-2 CCR-22D o ' GWA-2S i (IN FEET) FIGURE ES-3a � ENERGY PROPOSED CORRECTIVE ACTION APPROACH CAROLINAS DRAWN BY: J. CHASTAIN DATE: 12/14/2019 WELL SYSTEM LAYOUT \0 GWA1D REVISED BY: - DATE:- VERTICAL WELLS ONLY GWA-1BR ° / CHECKED BY: B. GREEN DATE: 12/14/2019 CORRECTIVE ACTION PLAN UPDATE 1410 APPROVED BY: B. GREEN DATE: 12/14/2019 ALLEN STEAM STATION d ° ° PROJECT MANAGER: C. SUTTELL BELMONT, NORTH CAROLINA �� ° °oo A C, ° ��Terra p www.synterracorp.com / / � I 1 • EX-81 ; 4 • ' pIW-5 II 1W-4 -\8 as LOCATIONS OF EXTRACTION WELLS, INJECTION WELLS,PIPING, AND TANKS, MAYBE ADJUSTED • n D �oTO oHE DENSITY OF UTTILITIES ANDAl A —A 0 IW-9 IW-12 IW-10 EX-78 \\\ NPDES OUTFALL to -- IW-7 '� IW\-165 Y IW-32� SEX-77 \ P 3S C PROPOSED EXTRACTION COLLECTION AND PUMP STATION \ \ • IW-14 D ° IW-21 IW-23 \-76 GWA-28D A \\ \\ IW-27 IW-28 W-33 IW-13 IW-19 y IW-20 IW-31 • \ EX-1 SI ��T• o:p� tee\ \ Q \ IW-18 IW-34• L\ - \ 1\\ IW-29 IW-30 IVY-35- \ \ \ IW-44 IW-46 •d o, ,•. � ° � -- � IW-26 ��r"' EX-75 O � \ b 'rt 'o — _ — — IW-17 o ✓ � � -43 IW-4 yi ' \\ \ ..�„ IW FJc2 \ \ Iwal NPDES OU OLE o EX-72"- EX-73 IW-42 CP-2D IW-47 1 \\\ o \ I \ WA 7S IIII \ \ \ \ \ \ -2BR ` �E'71i DRY HI I \\\ � \ \ \ Iw-a EX-70 a.'". j,�* IW-40 ! EX-10 ICI • �I1 '\\ •,\ 'D ` IW-37 • E --87• LOCATIONS OF EXTRACTI Ex-12 PROPOSED EXTRACTION \ 1 1I o \\ \ LIVE COAL PILE WELLS )( FORMER WATERTANIC Iw-1 IW_36 W38 ®Y Ex-sa COLLECTIONAND PUMP STATION I 11 \\ Iwas I DUE TOTHE DENSITY OFPING, AND I °-*- '\ / / ✓ \ \ _13 EX-14 EX-851 4 \1 \\ I INFRASTRUCTURE IN THE -�•"-.--"- - � EX-83 \ 1 I EX-4 1.) THE WELL DEPICTION IS CONCEPTUAL HORIZONTAL WELLS CAN BE BOTH SINGLE AND DOUBLE ENTRY (FIGURES \\ 6-28d AND 6-28e). SHOULD HORIZONTAL WELLS BE USED AT a HORIZONTAL WELL PAIRS. ONE LOCATED ALLEN, THE DETERMINATION OF SINGLE ENTRY, DOUBLE Q APPROXIMATELY 40' BGS AND THE OTHER 90' BGS ENTR EACH CONCE PTUAL IO WILL RIZONT E MADE LATER. / EACH CONCEPTUAL HORIZONTAL WELL ON THIS FIGURE CCR-3S N REPRESENTS A PAIR OF HORIZONTAL WELLS THAT WOULD BE I 1 b ' o EX-16 2 �rr � INSTALLED IN THE SHALLOW AND DEEP FLOW ZONES. C I 04 N N N N 2 = = I = 2 2 p ti I �I ,�I °2JI C;I til \ N N N N N N N \ I PROPOSED TIE INTO FIRE WATER LINE (APPROXIMATE) � � - GWA-6BR � � �\ I x � _� _� INx_1x� x� -xr =� = I • >� CCR-1D I \ / \ MAIN COAL PILE + \ tx-6 THE TOPOGRAPHY IN THE MAIN COAL PILE I Y A-18S I °� / CCR-4D — \ GWA-30S AND HOLDING BASIN AREA IS APPROXIMATE 1 LOCATIONS OF EXTRACTION WELLS, INJECTION I II I WELLS,PIPING ANDTANKS MAYBEADJUSTED I HOLDI� �• 1 I��� f' \� \ DUE TO THE DEING BASIN NSITY OF UTILITIES AND I p INFRASTRUCTURE IN THE REMEDIAL AREA I 1 I EX-20 \ PROPOSED EXTRACTION I 1 COLLECTION AND PUMP STATION ° C?RETIRED ASH BASIN d 1 o ` ` I \\ s CP-6D 44SS 4AP c.� a ° AB-40S \ EX-21 Ex-25 Ex-2s Ex-27 4D Po \\ O ' 1 1 I� i 1 °'� a O Q p ® \\ \ `— Ex-2� o ♦, PROPOSED EXTRACTION CC � TIE BOTH HORIZONTAL WELLS TO CLEAN CCR-6 620 - szo I oe aQ p° q �J STRUCTURAL FILL STRUCTURAL FILL I WATERINFILTRATIOND/ CCR6D = -------- ----- ----- 4® a 4 D°PROPOSED EXTRACTIO d N t ° I I I I I AB 43AP ° / a �°� I I \/ '• r `° o� \ I m o AB II d I I I I o � ° CJ°' Q • `� _- _- ,_ �, WA-5B I � I, AB-32S ° ro a _ "Ij g o ° � I I -- - \\l o I I I II � •° ° � . • o� a I' EX-30 Q I _ _ } I PROPOSED EXTRACTION COLL AB-34D I \\ �° j•¢' O �� , , j I ° � I II � �� \ I I z CCR-11D CCR-11DA I j I I �EX-32 1 0 \ I 0 0 I I AB-35S I/ I RETIRED ASH BASIN c Ap 1 ASH LANDFILL -PHASE 1 AB-31S I ASH STORAGE AB-350WAL30 1 ° I GWA 4D I AB-350WAL I I I CELL 1 CELL 2A CELL 2B br GWA-4S 0 oQ o ° RETIRED ASH BASIN O i � AB-350WAU I I � � I I � I � GWA-4BR II II WA if I I °� C�a I I I° I I I •�Ex-34 = o° ° ° ° (ta d, I I I I I I I •1 ���J I I I I I I I I I 1 I I I I ° o 4°°° ° i I I II 1 • EX-35 I I I I I it LOCATIONS OF EXTRACTION WELLS, INJECTION WELLS,PIPING,AND TANKS, MAYBE ADJUSTED DUE TO THE DENSITY OF UTILITIES AND ' D I I I / 1 1 I I I) INFRASTRUCTURE IN THE REMEDIAL AREA 1 I I I sso-------- I AB-9S _ 1 CPIPES PROPOSED EXTRACTION Ex-37 I s3o COLLECTION AND PUMP STATION OW-18 OW 16 sao _ _---- / . jIl ♦ o / / OW 15 f _ \ NPDES OUTFALL 008 \\\ °o ♦ a ° = '`' OW 17 e- s30 o 840 AB-27BR \ \ p 0 GWA-22D \ / PN-2D 1 I I 11 Ex-39 1 O � I p a ■ � � I I d ° I I I I I I 1 ' II 61 10 I I I I PRIMARY POND 3 I I e 0 4 1 I I I I I I II D O I a 1 1 I I 11 I PROPOSED EXTRACTION I �, - I I o I I ° Ex-4i COLLECTION AND PUMP STATION � , m �`� �o -° I I I v 6 PRIMARY POND 1 I I AB-24SL PRIMARY POND 2 I I Q I I I tl "U` a I j l d �' 1 1 AB 24D AB-25SS I I_ I I 0 / I GWA-3BRA I a � I II i AB-246R AB-25S / AB-26S l • 1 0 �o I I I O tni 1 j AB 256RU // 4 j I GWA 36R42 GWA 3S �J ■ �(� ° 1 D VI j AB 25BR / I I GWA-3D I ��• I ao, ' i g I o i /// j i I CULVERT STAIRSI NPDES OUTFACE 108 �/� 1 I -• d� I Q �/ O o OW-4 II 1 0W-5 I I / I /-- Q o-�------------------- ' I I I I / p �g ,.-----------��---__ d GWA-23D _ I o I I/ AB-23S AB-23BRU COLLECTION AND PUIMP STATION EX46&EX-58 ID LOCATIONS OF EXTRACTION WELLS, INJECTION o /' l �/ 0 6 ° ° O �II� WELLS,PIPING,AND TANKS, MAYBE ADJUSTED DUE TO THE DENSITY OF UTILITIES AND I INFRASTRUCTURE IN THE REMEDIAL AREA (/1f EX-47 & EX-59 - - - - - - - o -. / / / ° G7"° o I o I EX-48 & EX-60 EX-50&EX 62 • ° ° /� f l l ° �'� o ` a' EX-49 & EX-61 EX-51 & EX-63 o .on a Q � � o II I I AB-10BR EX-53 & EX-65 EX-52 & EX-64 f AB-10BRL E _51& AB 10S �IIIIIIIIilllll i CULVERT 1 52°�^ LEGEND Ex-68 PROPOSED EXTRACTION WELL IN BEDROCK DUKE ENERGY CAROLINAS PROPERTY LINE a �• AB-22S EX-55&EX-67I Excel PROPOSED EXTRACTION WELL IN SAPROLITE-TRANSITION ZONE - ASH BASIN COMPLIANCE BOUNDARY ° ° °� o o Q o off° AB 22D f III I� I O Ex-85 PROPOSED EXTRACTION WELL CLUSTER BEROUTE-TRANSITION WELL �5 ACTIVE ASH BASIN WASTE BOUNDARY o �° "ate p° AB-22BRL I EXBEDROCK WELL -56&I NPDES OUTFACE 104 STAIRS EX Q ® Iw-29 PROPOSED CLEAN WATER INFILTRATION WELL IN SAPROLITE-TRANSITION ZONE — — — — RETIRED ASH BASIN WASTE BOUNDARY ° q ° o o Ex-68 AB-25S WELL IN ASH PORE WATER RETIRED ASH BASIN LANDFILL WASTE BOUNDARY AB-25SS WELL IN SHALLOW ZONE RETIRED ASH BASIN ASH LANDFILL COMPLIANCE BOUNDARY °° I !I $ � AB-24D WELL IN DEEP ZONE e o � DORS FILL BOUNDARIES d %� II CSULVEIRIIT I NPDES OUTFALL 103 AB-27BR WELL IN BEDROCK ZONE ° p 11 I Ez-57& I 0 SURFACE WATER (AERIAL PHOTOGRAPH & TOPOGRAPHIC MAP BASED) {° ° °° A Ex-6 PROPOSED EXTRACTION GWA-5BR WELL ABANDONED ° 4� p 11 COLLECTION AN D PUM P STATION EFFLUENT CHANNEL (APPROXIMATE) [NON -JURISDICTIONAL] d p > °, ° � ° I I / / C OW 20 PIEZOMETER IN UNKNOWN ZONE (AECOM DATA) ® ASH BASIN PONDED WATER (APPROXIMATE) 48" HDPE DISCHARGE PIPE P-1 NESTED PIEZOMETER IN UNKNOWN ZONE (AECOM DATA) ® NPDES REGULATED PLANT WATER o ° I Q OW2 a C DISCHARGETOWERWAS �I \ NPDES y NPDES REGULATED PLANT WATER FLOW DIRECTION � ° ovv ° a° a o� ° C3 °° SPoWAYAND RUCTU E/N20,16H SPILLWAY ii \�� \ STAIRS oUTFALLoo2 NPDES OUTFACE (APPROXIMATE) 4 RIP RAP PROPOSED CLEAN WATER INFILTRATION LINE TOPOGRAPHIC CONTOUR (10' INTERVAL) CLEAN WATER INFILTRATION FLOW DIRECTION TOPOGRAPHIC CONTOUR (2' INTERVAL) PROPOSED WELL EXTRACTION COLLECTION LINE o ° ' ° ° ., a{, = a ° bQ ° /�\ / / / PROPOSED TIE IN FROM EXTRACTED GROUNDWATER TREATMENT SYSTEM WELL EXTRACTION WATER FLOW DIRECTION PROPOSED WELL EXTRACTION MAIN LINE WELL EXTRACTION MAIN LINE WATER FLOW DIRECTION P ° ° �? • o db° w / //� O PROPOSED EXTRACTED a o p. 1 // NOTES: GROUNDWATER TREATMENT SYSTEM bq � 8 - ' 1. NOT ALL UTILITIES ARE IDENTIFIED ON THIS DRAWING. THE UTILITIES SHOWN ON THIS DRAWING ARE VISUAL AIDS TO LOCATE THE STREAMS AND WETLANDS IN THE 4 ' ,'a D , 6 ° 1 // • ' FIELD. THE HORIZONTAL LOCATION AND VERTICAL LOCATION HAVE NOT BEEN FIELD LOCATED ON ANY UTILITIES AND THE SHOWN LOCATIONS ARE APPROXIMATE.°° / o ° 2. THE TOPOGRAPHY IS BASED ON LIDAR BARE EARTH DATA OBTAINED FROM THE FRIS\NORTH CAROLINA FLOOD RISK INFORMATION SYSTEM AT http://fris.nc.gov/fris/Download.aspx?PIPS=031&ST=NC&user=General%20PubIicANDADRAWING TITLED AERIAL TOPOGRAPHIC SURVEY-ALLEN STEAM STATION • �, // *' ° BY WSP, JOB NUMBER 157002.00 AND DRAWING FILE NAME APRIL 2014_ALLEN_FINAL_10-30-15.DWG n /j/✓� o / r 3. RETIRED ASH BASIN (RAB) LANDFILL WASTE BOUNDARY BASED LINER LIMITS IN THE S&ME DRAWINGS FOR THE RETIRED ASH BASIN (RAB) LANDFILL PHASE I, PROJECT NUMBER 7235-14-011, DATED 06-16-2015. 4. THE WATERS OF THE US DELINEATION HAS NOT BEEN APPROVED BY THE US ARMY CORPS OF ENGINEERS AT THE TIME OF THE MAP CREATION. THIS MAP IS NOT TO BE USED FOR JURISDICTIONAL DETERMINATION PURPOSES. THE WETLANDS AND STREAMS BOUNDARIES WERE OBTAINED FROM AMEC FOSTER WHEELER NOT FOR CONSTRUCTION ENVIRONMENTAL & INFRASTRUCTURE, INC. NATURAL RESOURCE TECHNICAL REPORT FOR ALLEN STEAM STATION DATED MAY 29, 2015. GRAPHIC SCALE - DUKE C:CR-22S 200 0 50 200 400 (IN FEET) FIGURE ES-3b � ENERGY PROPOSED CORRECTIVE ACTION APPROACH CAROLINAS DRAWN BY: J. CHASTAIN DATE: 12/20/2019 WELL SYSTEM LAYOUT\\\ GWA-1D REVISED BY: - DATE:- VERTICAL AND HORIZONTAL WELLS GWA-1BR CHECKED BY: B. GREEN DATE: 12/20/2019 CORRECTIVE ACTION PLAN UPDATE 1410 APPROVED BY: J. CLEMMER DATE: 12/20/2019 ALLEN STEAM STATION ''/ PROJECT MANAGER: C. SUTTELL BELMONT, NORTH CAROLINA 0.0 a �oynTerra ° p ')' ' ' www.synterracorp.com � ° ° ° C:\00. REMEDIATION ALLEN\ALLEN FIG ES-3b (SYSYTEM LAYOUT-VERT & HORZ).dwg Q 700 090 01/1 6a0 ■ / ' - �r. • _ 680 I OyF �� - ' ■ pyF ` 4 F °yF - i � ■ � � � -_ OHO / F / f - -qb• S - / / 580 O /D I sso GYPSUM PAD -0, 670 O- � .. ■ - OScc` O 6, 0 O �O Ilk, • y 660 dOa D • BG 4S4'd" 577.19 y o o s90 soo s 620 f 660 ,1 r � o o i F / szo 26 0� O \ J A J ° E^ / DISCHARGE CANAL - ti 1, ■ "N s 580 - uMATE - - - �� BG-3D 609.45 �_ % \° y. -__` \ NPDES OUTFACE 002B J o PLANT WATER INTAKE STRUCTURE POWER PLANT / o, ° ° Ro 6 c. • 6�� •` �� 1 �v oo NPDES OUTFALL 003 o GWA 29BR O NPDES OUTFACE 001 o A A ------------ O. CCR-26BR CCR-26S �. CCR 26D CP 3S rj8o � � ano � _ � � ` � � v ^Os�o • y � 58�� 57428 568.61 S; GWA-28BR sO �I � � �� �� ��° ^^`^ �' � GWA-28D -S�� _ •'� Aqr qv*N GWA 28Sdw Alp JO i / j \ O o �♦ (01 V GWA 8D WA-8S ° 660 BP z ^ Ho GWA 7D CP-2D 576.15 NP ���� �•'�- °`' r � 6� � m ^,� GWA-7S -° DES OUTFACE 004 �. CP-4D i i - aso ^ 3N �o �� LIVE coAL P� 568 22 66 00 _ � g6 -._ - .-.-.-•--._"- - 3Ho 9H ° � � CP-1D 585.73 � vv v vvv I 1 GWA-17S GWA-17D sHo /, s sso :. r P�ANTgLLEN qD 617.27-.HO I 1 11 /�t g�0 �O �. -.- a0O \\\\\ \VA\ \VA - e , .. .-'- � ,•N' MHO- Y �= AB-1 - _ � -3 0 650 � 70 s Ho � � _ - � �• c _ I r 614.90 soo �v o 572.9 � �'I v ^ ° " wv /, 622.66 -• _,_._- ; , , CCR 3DA 0 - w / � • �� � � �sso� - - - '~ � - - �. CCR-3D WA-6BRA 598.27 ��� COAL o I _ � _ CCR 1DA 624.45 ®CCR 2D GWA 6D GWA 6BR �o o ,a POINT FIRE - CCR 1S II - o o � 1 1 / SOUTH � � � � � �- 7 � � � � � � � �� �I� I i � � v1 � � �� NPDES OUTFACE 002A o \ 7 0 DEPARTMENT ^ � _ y I 587.18 GA- W18S 0 / i `� CCR 4S 600 CCR 4D w -A 1629.49 1 BASIN � STRU / RETIRED ASH BASIN AB 38BR o AB 41D �� s � V � AB38D ASH STORA E AB39D- ��^ --_ -_-_-_�� ` _ CP6BR LAKE WYLIE (CATAWBA RIVER ) 0� AB-38SS AB44SS _ ^ ^ ------ CP6D W.L. ELEVATION - 565.00(APPROXIMATE) 1a 1 �� j'� t 631.35 0 m of I I 605.74 EATON CORPORATION II � � � ,_, ° v � k� � � � � � o � I I I I I � I I � ( � � AB 44AP CCR 8D 572.80 AB 44D DRY CCR 6D - CCR 9S II ® CCR-6S CCR-7D CCR-7S CCR-8S j � >� � I�' � �• � ♦ o I II v � 596.05 590.69 588.66 � CCR-9D I 00 _ (I m 579.78 I / AB 33S ---- -- sc--- 4 - I 3 r��I �" 602.51 �� o � � STRUCTURAL FILL I li Ii -- � � -� -,> �� - •,, I -__ o o i RETIRED ASH BASIN Iy o z 604.22 +� - 1 CCR BG 1D CCR-BG-1S CCR-BG-IDA - 0 627.50 �0O GWA-5D ABA H LANDFIL .ti' 73A-5� I V .44 620 GWA�5BR GWA5BRL AB-32D r � OW-10 GWA5BRA I i oao/ t. �� l r O0-�-- � � � ��__-_� � -, - � I I � I \ oo a 6•L°�IIj I �a oo ti� �3Q R LIMITS (j�f11,4-195 _� I I I II II m, , 1615'b2 ' d - RAB ASH LANDFILL WASTE BOUNDAR BASED ON LINE r SAILAWAYBAv 630.91 _ i i z z sso CCR 11S 11 II o I I� 66o I 573.93 P O 000 6 m of �670 `C, rn2 11 - 1 I o Q CCR 11DA _ 1000 I o STRUCTURAL FILLI o (� o W Y' �670 u) o 10 - AB-37S j 1622.30 AB 35B I O' O 624.51 AB-36S ® AB 36D I I o mAB-35AB =626.17 793.01S9 I AB-31D I GW] A-4D 0 I � AB-35SS I I I �, I GWA-4S Q o sso ] BASINAB 35D CELL 1 RETIRED ASH BASIN CELL2A CELL 28 GWA 4BR NI 573.23 1 RETIRED ASH I I I AB 350WAL m DFILL LAN �.,, I AB-350WAU to AS O � � � s II GWA-4BRL I ■ * GWA 15S -- i I AB 35PWA AB-35PWS RIVER RU 629.79 - I I 621.25 "' GWA-15D ��� ■ � O 1 xO i i ASH STORAGE O. j ss 0 o STRUCTURAL FILL 11� �I�I' II 11 o y 660 I �� I s �__-f� AB®2D 660 w I 640 D/ 1 Am 650 2, �o AB29D == 612.825-szo==== v IPES - 11 6s -AB_29S DISCHARGE TOWER WAS REMOVED O 5B 176 �B� YYY I -9D / / NPDES OUTFALL008 \ I ] \ \ 0 1 I s30 I I _ _ _ 613.34 613.29 -AND REPLACED WITH SPILLWAY l 010 - STRUCTURE IN 2016 _ } rns 650 62o HEAD WALL EMERGENCY SPILLWAY GWA 14D �1" 30 GWA 14DA GWA 14S ' ¢ - �� 6so OW 13 -� I � � NORTH DIKE � SOUTHP.OINT DR 63512 11 \ I `� �_ 640 , AB-27BR � AB-27D - OW 17 _ AB-28D r 640 - HEATHER GLEN N CT .- / \ \V I / N PN-2D OW-21 - , GWA 22S v PN-1D OW 20 I w ' Y 640.30 v 64o 578 �� 4 CCR 14D sso m m 9 I 670 �� li i I off II it I i I -� - `�--• � I I I I A l l I 6 s0 Q POND 3 �I, } ''- 3Ho ' • ____- �- ' III � 21BR4� o oHe 0 - �- GWA 21S W �i 649.20 o o PRIMARY POND 2 �� PRIMARY POND 2 Ag 25S Q 3 D0 - - 640 ��i ■ a0 r-' m I �. 638.68 LJJ I I �-- 3HC - 4 o GWA 21DA GWA-21D MlLwooD ° i� O) 6397 AB 25SL AB 25SS Q oHE m �� I 7 � 636.47 I 636.39 I I I Q I * i RM oN ° I AB 24SL 6�0 0° AB 13S I _ 637.50 AB 26D GWA 3BRA -65o�\ l ®645.14 31 GWA 3BR i AB 24BR A k -�' � AB-13D B-26S 583.71 l GWA 3S GWA-36RL • 1 r� ■ _ ) iD ` GWA-3D i �" o _"_,-' �-°� � I � 0 1 �■�� I � m � I �I O � I I // � I I I I! I - - �� w 1 1 z ■ '( � � � II / I I I OW-2 II III. - 64o NPDES OUTFACE 108 • � � z I I I I i P_3 I I OW-4 OW 6 1 ' I I II I '- WILDLIFE RD .645.34 "' I YI I \ IOil t � �° AB 4BR AB4D 60 �iI I lI vv* ; \\ I I o `-- fi Q CCR 16S G WA-23S 0`` 575 6-44.17 -ao ----AB823------------,-6--40-- -- _-�--------- ------- , ; CII � ICIICRII 16D 6342 �_ AB_23B- ------------ ---__ s ii --------- i616 0 • o _� //---- 0 / / l / I �'I 577.90CCR-17S III v ■ I I ACTIVE ASH BASIN I ]` II GWA-24D cuLVERT � GW GWA-9BR _ _ o ° % / GWA-24SA o0 640.85 AB 22S AB 10BR • i v GWA-24BR 640.93 / AB 20D o 595.25 AB 22BR AB-10BRL ® AB-10D 640 AB-10S AB-22D AB-22BRL � i,i � - 568.33 O_O yo h A13-210WAU ) o �o o AB-21PWS Q ! NPDES OUTFACE 104 v, o � � AB 21PWA m ,� m m AB OW 8 OW 11 . 634.80 .80 -12 i AB 210WAL OW 11 1 CULVERT I j = NPDES OUTFACE 103 I / o a 6 } AB 2 AB 21D AB-21SL �I IIII�II AB 6A 637.16 AB 6R 572.52 48" HDPE DISCHARGE PIPE 573.19 11 610 4 640 4 WOODBEND DR Y / l t DISCHARGE TOWER WAS REMOVED CCR-18S o i o o AND REPLACED WITH SPILLWAY CCR-18D 572.05 67 % z z s / / ,�. STRUCTURE IN 2016 a° \ D STAIRS 6, 640 ' � � � "' NPDES OUTFACE 002 1 i 41 67 r v 640 a CCR 21S O 630 50 sso pH WELL � � --� _ � / I ��V�� A� ;• AB 12D CCR-20S � ' 643.19 ss CCR 20D _ � � : � pH ADJ BLDG � � 604.88 O� 0�0 � � � 660 � 6�0 I i // � ■ 0� � • s i�T' %1 • / 638.84 -- --640 65 =^-"� d. � _ -• " � • CCR-22S � I � � °� O ago / w r CCR 22DA I o � `'` o � � • o I �i I �i D✓ � / � -- 566.07 /y. GWA-26S I �� v� j� o" - / -- - 638.04 � v � A Ov 1� GWA-1S GWA-26Dif 4b � � 0 ► rn \ �S o �'00000 JI i _CCR-23S - -23D ®633.27 _ f GWA 16R 3 �O � toO # _ - , i AND Q s80 > �630 eQ v 5ao 5 LEGEND BG-1DA BG-1BR ° INFERRED WATER LEVEL IN SHALLOW ZONE (NAVD 88, FEET) DUKE ENERGY CAROLINAS PROPERTY LINE (F \ sso 620 a 6 0 # BG is GWA-26S WELL ID IN SHALLOW ZONE ASH BASIN COMPLIANCE BOUNDARY 637.03 �� 6jo ` AB 11D 600 638.04 WATER LEVEL IN SHALLOW ZONE (NAVD 88, FEET) ACTIVE ASH BASIN WASTE BOUNDARY AB-20S WELL IN ASH PORE WATER RETIRED ASH BASIN WASTE BOUNDARY 638.65 WATER LEVEL IN ASH PORE WATER (NAVD 88, FEET) oo ; 6ao s0 A o GWA 9D WELL IN DEEP ZONE RETIRED ASH BASIN ASH LANDFILL WASTE BOUNDARY � GWA-9BR WELL IN BEDROCK ZONE - RETIRED ASH BASIN ASH LANDFILL COMPLIANCE BOUNDARY Z 46.� DORS FILLS BOUNDARIES y s GWA-5BR WELLABANDONED so L- NurALLN C OW 6 -PIEZOMETER IN UNKNOWN ZONE (AECOM DATA) WETLAND BY FOSTER WHEELER LOAK s _ - NUTALLOAKLN P 1 NESTED PIEZOMETER IN UNKNOWN ZONEAECOM DATA STREAM BY (AERIAL PHOTOGRAPH & TOPOGRAPHIC MAP BASED) po Ab 620 OW2 ( ) � FLOW DIRECTION ' O � � rrr`• I � s soo c WATER SUPPLY WELL D STREAM BYAMEC FOSTER WHEELER ao -- 80 NPDESOUTFALL002 NPDES OUTFALL (APPROXIMATE) EFFLUENT CHANNEL (APPROXIMATE) [ NON -JURISDICTIONAL] ® ASH BASIN PONDED WATER (APPROXIMATE) ® NPDES REGULATED WATER FEATURE RIP RAP �� + s2o i D � sao TOPOGRAPHIC CONTOUR (10' INTERVAL) TOPOGRAPHIC CONTOUR (2' INTERVAL) ---------- PIPING OBTAINED FROM DUKE ENERGY, �- s� STANTEC, AND SYNTERRA AOW INSPECTION. GROUNDWATER FLOW DIRECTION NOTES: J DUKE GRAPHIC SCALE 1. WATER LEVELS COLLECTED MARCH 13, 2019. 200 0 100 200 400 I FIGURE 5-4a 2. BP = WATER LEVEL BELOW PUMP ENERGY (IN FEET) 3. NOT ALL UTILITIES ARE IDENTIFIED ON THIS DRAWING. THE UTILITIES SHOWN ON THIS DRAWING ARE VISUALAIDS TO LOCATE THE STREAMS AND WETLANDS IN THE FIELD. THE HORIZONTAL LOCATION AND VERTICAL LOCATION _ WATER LEVEL MAP HAVE NOT BEEN FIELD LOCATED ON ANY UTILITIES AND THE SHOWN LOCATIONS ARE APPROXIMATE. \ �� CAROLINAS SHALLOW FLOW ZONE 4. THE TOPOGRAPHY IS BASED ON LIDAR BARE EARTH DATA OBTAINED FROM THE FRIS\NORTH CAROLINA FLOOD RISK INFORMATION SYSTEM AT http://fris.nc.gov/fris/Download.aspx?PIPS=031&ST=NC&user=General%20Public + ago 660 DRAWN BY: J. CHASTAI N DATE: 2/21/2018 AND A DRAWING TITLED AERIAL TOPOGRAPHIC SURVEY-ALLEN STEAM STATION BY WSP, JOB NUMBER 157002.00 AND DRAWING FILE NAME APRIL 2014-ALLEN_FINAL_10-30-15.DWG r • 5. RETIRED ASH BASIN (RAB) LANDFILL WASTE BOUNDARY BASED LINER LIMITS IN THE S&ME DRAWINGS FOR THE RETIRED ASH BASIN (RAB) LANDFILL PHASE I, PROJECT NUMBER 7235-14-011, DATED 06-16-2015. x REVISED BY: C. NEW ELL DATE: 12/11/2019 (MARCH 13, 2019) 6. THE WATERS OF THE US DELINEATION HAS NOT BEEN APPROVED BY THE US ARMY CORPS OF ENGINEERS AT THE TIME OF THE MAP CREATION. THIS MAP IS NOT TO BE USED FOR JURISDICTIONAL DETERMINATION PURPOSES. THE k CHECKED BY: L. DRAGO DATE: 12/11/2019 CORRECTIVE ACTION PLAN UPDATE PRELIMINARY WETLANDS AND STREAMS BOUNDARIES WERE OBTAINED FROM STREAM AND WETLAND DELINEATION CONDUCTED BYAMEC FOSTER WHEELER ENVIRONMENTAL &INFRASTRUCTURE, INC. NATURAL RESOURCE ! \ TECHNICAL REPORT (NRTR) FOR ALLEN STEAM STATION DATED MAY 29, 2015. k - -- APPROVED BY: C. SUTTELL DATE: 12/11/2019 7. ALL BOUNDARIES ARE APPROXIMATE. T ' - -- - ohALLEN STEAM STATION %o f PROJECT MANAGER: C. SUTTELL BELMONT NORTH CAROLINA 8. DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 2017. 6 Sp -- sQ o1 0 9. MARCH 03, 2018 AERIAL PHOTOGRAPH WAS OBTAINED FROM GOOGLE EARTH AT https: '` Sy LG //www.google.com/maps/. - O \� • \ Terra WV\ w. me r r r III ' * = WATER LEVEL IDENTIFIED AS ANOMALOUS LIKELY DUE TO FIELD TRANSCRIPTION ERROR. I a co p co ^oo • /�� GYPSUM PAD sso sso 0 °�� /b�F .� i .o •� o ° o h'Fj i` ■ 67p 610 tie \ �" tiF 0 s00 p �'o VAN � � o e v v � � sso •-■ i R /O BG-4D r � 574.63 �-,�.., � - otie ` 690 vv Too • � /�, � � � '�" BG-4BR 680 0 660 r � 650 CANALRD 1 * 640 4 0 oNz- o ro *\ Y "tt Irk - e • r � # � BG-31D BG-3S 41) 500 Y 59 pr { 580 �• r O • I INS go 3 s � . � � ` � _ � � uuuulu!10luuul► h , dw J \ I I I I o I \ I I 1 I o I h I ) 600 I I li I ■ I �i ��,•\��¢ • ' �, �i� �I y., // �.� ■� III'` �•. -•� �,,',� �` I,M , • L OIU/I 1 / 1 \ / 620 I .* 1 I -sso y t. \ NP[ PLANT WAT 1 ` POWER PLANT GNA-29BR ® 565.32 D CAP 3S ��ICP3D\\ \" GWA-28BR e N S9� 574.41 `. 6uQ SUWON ME - _ o ■ O �I 4 660 610.99 GWA 8S 0 GWA90 CP 2D CP 2S \ \ CP 4D DE GWA-7S �� I S OUTFACE 004 569.27 m ` " -vv 577.07 N P LIVE COAL PILE e -•---'- 3Ho � /� ° � \ \ \ oM RLANT sALLENRO GWA-17S 616.45 3H0 r HO e \\ III ` 62 O ;..----- ° i 630 � 3H --0 - \ ♦ r CCR-3DA CCR-3S .CCR Z� COAL PILE I � / ,, 571.26 I o � - n CCR 1DA CCR 1D CCR 2D Sou `� GWA 6D GWA 6BR N o ! vv v� NPDES OUTFACE 002A 621.84 GWA 30D o o v �`• SOUTH POINT FIRE � � � O � 'CCR-2S � DEPARTMENT- ., r 1 \ _ i `GWA 6BRL GWA 6DA vo 585.46 �- � p 1 ' °o CCR 4SA CCR 4D GWA 30S 1 ' 6 9A4 8D 30 m I o w G .\ %�� v /G a v CCR 4S CCR 4DA d� t 6 ) o l l 9 � o _ soo 31 v / `� i � o Ip 6_ 3 65° o STRUCTURAL FILL \ I o 11 HOLDING BAS IN •� 1 � co t` r ro0 ' I I I � I �� I I o \ I RETIRED ASH BASIN w ° CCR 5 CCR 5ID „ 000�� �� AB38BR AB 38S ASH STORAGE j 604.96 i i ' ® L _ _�� CP6BR AKE WYL(CATAWBA RIVER) AB 8- IE 3D AB-38SS 9S 623.24 I ICI I� �` r - - AB39D I _ W.L. ELEVATION - 565.00APPROXIMATE 0.96 g � I I m ' ( ) 571.95 1 i CCR-7D-590 C 640 C_R 8D 8S 590.92 .5 _589.96 610 CCCR 9D ftftoft o j I I 60588 CPh 6S /--------_ ------ -=-0W5 --- 581.32 STRUCTURAL FILL �I m I i �� I // � / AB-33D� � 593.74 s AB-33S � I I GWA-16D 6 473 r � o o - 33SS v GWA-16s i r � -�-��� � I I y, - RETIRED ASH BASIN -- CCR-BG-IDA _ A m III * l 1 I 628 87 CCR BG 1S sao �� I -- / �; 6i0' ! - _ ��� / I �% 6 ° ASOH LANDFALL CO IAN�OU�RY GWA 5S \GWA 5D 21 I \ AB-32S I 0 620 AB-32D GWA 5BR d' GWA 5BRL *00 Q 579.35 - ( 1 OW-10 � GWA 5BRA _ 660 a �, l J � v I I - s/4111LQ:6B4.23 __ - ----6aoAUZf !' r' 650� � AB-34S I I � �o GWA 19D �I o LI ¢ li m i. RAB ASH LANDFILL WASTE BOUNDAR BASED ON LINER LIMITS 628.77 % GWA-19S � � I� I I I� I� I 1 � I I� _ � - I Q I,I SAILAWAYBAY i 640 I\I II I� 660 650 _ 0 CCR-11S LID U) it 4 o 91 �\ �� I `°o oco Ix \1 o II � 670� V a v Q CCR .0101DA 1573 - 630 STR 670 Q I I) . AB-37D AB 37S II i� AB 31S lip GWA-4D / ® o I o IAB-31D 572.62 o 627.59 623.30 I I m m = i AB-350WAL30 AB 35SS 580.40 0 00 \ \ oA AB 36S ® AB-36D = m IIII GWA-4S Q ➢ sso I I I AB35D I CELL1 RETIRED ASH BASIN CELL2A o 0 o CELL28 GWA 4BR d+I I 1 RETIRED ASH BASIN i j 623.95 AB 35OWAL it o 0 0 0 ASH LANDFILL GWA 4BRL I I I AB-350WAU AB-35PWS I I I I � m� soo II II� � I a� �a RIVER R0N � GWA �' 630� �� 629.39 630 06' JASH STORAGE STRUCTURAL FILL �670 = I III _ s �630.24 �, ,� ®AB-2 v I of 1v I I� - AB-29D ----- AB29SS -------------- I I� AB 30D* AB 30S AB 29SL AB 29S ANDREP�ACEDWWITHSPI�WAYVED f - =,I II �AB 9D 570.43 e I ~ • ! - - 591.08 L0 _-STRUCTURE I' NPDES OUTFALL 008 IN 2016 _ ` 0° ,: ` -v,,, � \• m ;\ I o o' o I `` � .. 620 �, �`I ----- --- -- � ��� ,.. ��` \ I'I �I_ -- -- - - HEAD WALL- \ / MERGENCYSPILLWAY 620 o� ( GWA 14DA 650 ` sso - NUM In DIKE OW 14 l GWA14D �/ v N ,°��� - rnrno f ^• '� SOUTHPOINT DR "' `---- � --- -- \ \ I I `� i i I -- � _ - - 630 - 6�0 18.84 OW-18 AB-28D \ \ J '� ' �-. _ • I _ s r` ° } �� i I\ o , \ \ 630 / i s4 s HEATHER GLENN CT �- - GWA-22D GWA-22S vv vv o * / / / PN-2D OW 21' �I�II o � -sao I 3 0 �' j CCR 14S 0 sso i s o v / off CCR-14D II i i 572.74 0 o � \ 00000 I I sS 0 PRIMARY POND 3 3Ho -640 __----- m ° I� i PRIMARY POND 1 PRIMARY POND 2II GWA 21BR ( 1 0 o T �Ho m = I I II i GWA 21S �:-," � _ -- I o _ OHE ti \ sao GWA-21DA GWA 21D MltwooD�N AB-24S AB 25S 0 - �Ho- �6q0 w 6 0 m m I I � I I I OHE -- �, AB-13S I I I I I I 65p 1 ® AB 24SL AB-25BRU GWA 3BR � -• � � � � o o � � � I I I 585.19 � GWA-3BRA . _ ■ [ AB 13D AB 24BR 636.11 - .1 i"� , �> i 644.49I AB 24D AB 26S GWA 3BRL '� I I �i I , i AB-25BR i i i GWA-3S I GWA-3D J _ 575.17 _ • �� 1 l ' STAIRS NPDES OUTFALL 108 I 640 i' o � l "-- � HIGHLAND WAY 1 � � `' '1 WILDLIFE RD I I I � I 650 I • J 4� o AB 4BR ��0 /IL VA\ • j i ��� \\ II 640 0 II CCR 16S --------------------------------------- CCR 16D ---------------_-_--- - CCR-16BR \ �00� o ` GWA 23D fi �� r AB 23S --- ' 640 lob 630 I ♦ II -- -- / p a, 62 1j � e■ j / /l l a 10- t 641.69 % II `�m�cy 6?0, '� ACTIVE ASH BASIN III GWA-9D sao � _ A I � I � � �,�, "' "��` - GWA-96R � � � // / 1 ) CULVERT �,_GWA 24S oo o m / / 11 AB 10BR AB-10D ----�---- GWA-24BRGWA-24SA AB-20D r � r � AB-22D AB-22BR I, ® 568.27 sao AB-226RL 10BRL AB- r ■- I � i �� o voi I I o o II NPDES OUT 104 - � i � o 0 o AB-210WAU 0W-8 II I �� m AB 21PWA AB 21SS OW 12 1i11 ' _ I AB-21S P i ) i NPDES OUTFACE 103 OW 10 CULVERT - � � =' • '� # ■ r i I I III I II I / 1 ° ono i/ AB 21D 'h AB-6A 1 # 637.40 48" HDPE DISCHARGE PIPE AB-6R e' 6�0 w000aeND DR / 0 y� i DISCHARGE TOWER WAS REMOVED 0 2 AND REPLACED WITH SPILLWAY CCR 18D CCR 18S STRUCTURE IN 2016 °ice ) • 1 � /%'i' -��, - ,_ \s5�-=� -� - � � # 640 / STAIRS m NPDES OUTFACE 002 / \\CCR- 630.74D CCR-21S AB-12D X -r Owl - i � GWA 26S GWA-26D i _ yy LEGEND s3s s6 BG 1BR R��sEN\`5°NRo so 1630' ■ INFERRED WATER LEVEL IN DEEP ZONE (NAVD 88, FEET) DUKE ENERGY CAROLINAS PROPERTY LINE 640 BG-1L / ASH BASIN COMPLIANCE BOUNDARY rW- ` 0 BG-2D BG 2S 589.02 ` u_ BG-2BRA-2 BG GWA-26D WELL ID IN DEEP ZONE 636.31 WATER LEVEL IN DEEP ZONE (NAVD 88, FEET) ACTIVE ASH BASIN WASTE BOUNDARY AB 20S WELL IN ASH PORE WATER RETIRED ASH BASIN WASTE BOUNDARY GWA 26S WELL IN SHALLOW ZONE RETIRED ASH BASIN ASH LANDFILL WASTE BOUNDARY GWA 96R WELL IN BEDROCK ZONE r RETIRED ASH BASIN ASH LANDFILL COMPLIANCE BOUNDARY GWA 5BR WELLABANDONED DORS FILLS BOUNDARIES OW-6 PIEZOMETER IN UNKNOWN ZONE (AECOM DATA) WETLAND BY AMEC FOSTER WHEELER (p PW2 NESTED PIEZOMETER IN UNKNOWN ZONE (AECOM DATA) STREAM BY (AERIAL PHOTOGRAPH & TOPOGRAPHIC MAP BASED) �- 0 WATER SUPPLY WELL FLOW DIRECTION 0 STREAM BY AMEC FOSTER WHEELER NPDESOUTFALL002 NPDES OUTFALL (APPROXIMATE) EFFLUENT CHANNEL (APPROXIMATE) [ NON -JURISDICTIONAL] ® ASH BASIN PONDED WATER, ® NPDES REGULATED WATER FEATURE I RIP RAP sso TOPOGRAPHIC CONTOUR (10' INTERVAL) - TOPOGRAPHIC CONTOUR (2' INTERVAL) - - - - - - - - - - PIPING OBTAINED FROM DUKE ENERGY, STANTEC, AND SYNTERRA AOW INSPECTION. GROUNDWATER FLOW DIRECTION NOTES: 1. WATER LEVELS COLLECTED MARCH 13, 2019. 2. BP = WATER LEVEL BELOW PUMP 3. NOT ALL UTILITIES ARE IDENTIFIED ON THIS DRAWING. THE UTILITIES SHOWN ON THIS DRAWING ARE VISUAL AIDS TO LOCATE THE STREAMS AND WETLANDS IN THE FIELD. THE HORIZONTAL LOCATION AND VERTICAL LOCATION HAVE NOT BEEN FIELD LOCATED ON ANY UTILITIES AND THE SHOWN LOCATIONS ARE APPROXIMATE. 4. THE TOPOGRAPHY IS BASED ON LIDAR BARE EARTH DATA OBTAINED FROM THE FRIS\NORTH CAROLINA FLOOD RISK INFORMATION SYSTEM AT http://fris.nc.gov/fris/Download.aspx?FlPS=031&ST=NC&user=General%2OPubIic AND A DRAWING TITLED AERIAL TOPOGRAPHIC SURVEY-ALLEN STEAM STATION BY WSP, JOB NUMBER 157002.00 AND DRAWING FILE NAME APRIL 2014-ALLEN_FINAL_10-30-15.DWG 5. RETIRED ASH BASIN (RAB) LANDFILL WASTE BOUNDARY BASED LINER LIMITS IN THE S&ME DRAWINGS FOR THE RETIRED ASH BASIN (RAB) LANDFILL PHASE I PROJECT NUMBER 7235-14-011 DATED 06-16-2015. 6. THE WATERS OF THE US DELINEATION HAS NOT BEEN APPROVED BY THE US ARMY CORPS OF ENGINEERS AT THE TIME OF THE MAP CREATION. THIS MAP IS NOT TO BE USED FOR JURISDICTIONAL DETERMINATION PURPOSES. THE PRELIMINARY WETLANDS AND STREAMS BOUNDARIES WERE OBTAINED FROM STREAM AND WETLAND DELINEATION CONDUCTED BY AMEC FOSTER WHEELER ENVIRONMENTAL & INFRASTRUCTURE, INC. NATURAL RESOURCE TECHNICAL REPORT (NRTR) FOR ALLEN STEAM STATION DATED MAY 29, 2015. 7. ALL BOUNDARIES ARE APPROXIMATE. 8. DISPLAYED WATER SUPPLY WELL LOCATIONS REFLECT INFORMATION AVAILABLE UP TO DECEMBER 2017. 9. MARCH 03, 2018 AERIAL PHOTOGRAPH WAS OBTAINED FROM GOOGLE EARTH AT https://www.google.com/maps/. * = WATER LEVEL IDENTIFIED AS ANOMALOUS LIKELY DUE TO FIELD TRANSCRIPTION ERROR. 0 •65 sso � �� sso p pH ADJ BLDG 20S CCR 20D `� CCR ' \ y oo , or Ell r % i • \ r CCR-22S � CCR 22DA s ' \ 632.11 0 GWA-21D �- rn 578.22 GWA 2S �� I ' 1 ' � -- GWA 1S � ���0MOWED 10000 sso : XX-O ��... _� ---- - / GWA-1D- ■ ss �.619.80 �.A ° CCR 23S =_ �.. 634.28D 1190 sso AB 11D 6z sso 62 613.13 = 6v ' 660 sso 1 s�o0. cF o 0 ■ � , ,, . ti sso\' sso � 660 x \ • i � o 66'0 / I 6'u 0 NUTALL OAK LN � 620 00 0 � llll o DUKE GRAPHIC SCALE 200 0 100 200 400 FIGURE 5-4b ENERGY (IN FEET) WATER LEVEL MAP CAROLINAS DRAWN BY: J. CHASTAIN DATE: 2/21/2018 DEEP FLOW ZONE REVISED BY: C. NEWELL DATE: 12/11/2019 (MARCH 13, 2019) CHECKED BY: L. DRAGO DATE: 12/11/2019 CORRECTIVE ACTION PLAN UPDATE APPROVED BY: C. SUTTELL DATE: 12/11/2019 ALLEN STEAM STATION PROJECT MANAGER: C. SUTTELL BELMONT, NORTH CAROLINA Terra www.s nterracor .com Sy'I'1 y p 650� - / / r 1 � I � �' 580 • 630 *\ � \'1 )0 / / • '1 yp II r l I \� GYPSUM PAD �� I � 1 o z I °HF � 6I ° Y 600 z BG-4D \ _ BG-4BR 574.39 • a ' _. _. / � 660� ' �* � oy of � _� �� # w o _ -= - ---- -- � 60 - "., rn w � \ \ mac, � �� � � .--,-,--•-•-•-,- _.- _ 630 0 - { I F \ • - -_ -* 1 ✓� I I NF � 630 610 _;,, � � _ 1 °° v 6> - sso sso v ��/ ap0 • I IP sso � o • ! - _ =_ soon ° S8p m�Aod Ate, • � � � - ,� "` ,- _; ` � i - _- sso F i F /pN • y ti � ► � � .,� � � / � ® ��� � � � vv1 „ ,. �� - _ y -�, ,� M � .� '��-_-, A NPDES OUTFACE 002B r �� .� . PLANT WATER INTAKE STRUCTURE i 446) � �oo o sIo POWER PLANT � milk/ '\.r + - °5° \ Sao 5 ov d° NPDES OUTFACE 003 i ■ #` * Iwoit a � OUTFALL 001 ® GWA 29S % � �/%�" �.' � ° o � o� CCR-26BR - . / 574.99 r3° s ® - �� � • _ � ,� /�� � 1 � ` � moo. � � � CCR-26 � S .CCR-26D . ► V v �0 �` CP 3D 0 ° �lChlo 1 e % V IN.All = = vv a i5a° //e N GWA 28D i AV lop ! GWA-7D ��"' - - CP-2D CP-2S I I �° � GWA-7SNPDESLOUTFoAALL 0 P LE04 � CP-4D � °y0 '-� ' ��� - - .- .-,--*'_.-.-,--*-„--_ 670 -,-.-_-•- `--_.-.-*-`_.--_.- 3H° � � V A °� ONE �� � CP-1S -� _ / ��� o V A\ II II \VA\ ��, �� ,,'�� ,,..�:.. �0'1° - 0 3NF1'_.Y ,-• - _ �'" - 11 III \� ��� �63C�� - -----�� %�� II III \VA\ \ 7_ Ho � • 1 _ � CCR-3S C\s �I�I o 01 � • +, � o� 0 66o• ' C�OAL PILEGWA-6BA o o�� CG �v CI P1)- ;5r D NPDES OUTFACE 002ASOUTH POINTFIRE DEPARTMENT / 10 � ��y__� �o , •,� a `t° � 0-1 _' t; s� � � , ; .,, � � ' I �� v o _ � !i CCR-4SA I I 1 �� _ ,pwll CCR-4D eoo a � � � ,CCR-4S� � HOLDING BASIN BG 2S H°, fi a5° 1 �I STRUCTURAL FILL I 11 59 ° -RETIRED ASH BASIN I I c • ° - ! ����-1 AB-38BR I Eno I I I I � I I � �� „ � � v A E AzBl39D j 5LAKE ­­WYLIE CATAWBA RIVER � o W.L. ELEVATION- 565.00'(APPROXIMA E) EATON CORPORA � �� , � ♦ � p m I I I i I I I i v - CCR-7D CCR-7S CCR-8S I I � CCR-6 CCR-6D N� ' m / i /II I I I i z CCR-9S CCR-9D _ I ddal - - - ® GWA-16S � � r,. � o -`-"-°--� �` - -- - � ' �I I i � o i i " RETIRED ASH BASIN - - � � � � Ik ► I ��� CR BG 1S � I ,� RAB ASH LANDFILL COMPLIANCE BOUNDARY 57/2.Q8 I o � 10e� � � T �` • � ` I i o / / I � II I I v �' �o � � I GWA-5S � r 620 GWA 5BR GWA-5BRL I Q AB 32D 573.51 - 63W I -10 GWA-56RA 0 O 4 0 _ 60 a - ✓_ _: /� _ ---- _ /o GWA WASTE BOUNDAR BASED ON _LINER LIMITS _ _�_ -__ SAILAWAYBAY GWA-19S _- - I I = _ II .. -r - _ o m m seo CCR 11S CCP 11D o � 670 �- # AB 31D AB-31S GWA-4D rn o o I:_ AB 36S ® AB-36D z m AB-350WAL30 m � AB-35SS I I I I I GWA-4S AB35D CELL1 RETIRED ASH BASIN CELL2A o 0 o CELL28 GWA 4BR i �, RETIRED ASH BASIN Tif I j AB-350WAU AB-350WAL I I I � � � � � ASH LANDFILL \ � I I AB-35PWA III o I a0 I I� 573.20 P � o o � • ` III I w I I I \ I I ,� � Ob RIVER RUly GwA 15S _ `� � O -GWA15D • I = ,-- _ � �I � � � � • #� ,� `� I i ASH STORAGE mp I iI �-' I o I� I I � �^° � • �� � �s3o _ `� I I STRUCTURAL FILL � II,, i i- I � � � I li l I I o I I I •3 � -- ��0 � , ��,�i' � I A z/ o I I I 670 -_ I � I I I j -------- �o _ 6so AB-29SS---------------- - - ���) • m II i -. sYo � M ♦ j _ _ - �� DISCHARGE TOWER WAS REMOVED AB 9S ABA srp y , - - ---_- 63� �� --- .�I I sso I sap / \ AB 30D AB-30S L AB-29S AND REPLACED WITH SPILLWAY -g STRUCTURE IN 2016 NPDES OUTFACE 008 o, _ of / / o \. 620 HEAD WALL EMERGENCY SPILLWAY r - - ,-' OW 16 AB-27 ► �� a \ B 8 620.52 AB 27S r AB-28S �'� s2o � ► � � 1 I . j � o I :- � seo A" ,-,,-.'_''fit I I v vv _ � r s O � 4 `' �� / -----_-------- PN-1D_ OW 20•" I I I �j' � 3° � ��, � m 14S B � � v � 6° 10 I I a I h r N s0 I I CCR-14D �s 3H 4 PRIMHo RY POND 3 I oHE \ �\�� r _ti _f �� i4 v�� �--.*r � � =V �650 � NaMs ZRoNGoRO � �- � � GWA-21 DA GWA-21D s7p MlLwooD LN • o0 o � AAIBBI -m1133SD m PRIMAnR.Y� PON D�1 �� _AB 24SL AB 24S PRIMARAABB-2-255S5L I I Q m 6ao 111 I oHe 3Ho HE GWABRA AB 24BR AB-2657GWA-3BR AB-26S � GWA 3BRL 636.42 j 'GWA-�3S I . 580.61 S 1. 641 AB 25BR GWA-3D s ` ' �► 1 - - OW 2 OW-5 l- / STAIRS �' o° �`• v �� � � � ' ' � �' NPDES OUTFACE 108 r � • ° 1 �T � �. __ � ( I I , sao - I I � �' I I I i <' II I _ HIGHLAND WAY fi / I I i P 3 OW-4 OW-6 I jm 650 640 640 , AB-23BR-U- ------------ --i-� ----------------------�------_---_-------,-- i � 574 5!I CCR 16D ----- I 6BR I ' 573.33 ------------ CCR-17D CCR-17D CCR 17S 586.55 a o 3r\ ACTIVE ASH BASIN �� ��` 1j cuLVERr AB-22S AB-22BR �i AB-10BR ° GWA 24BR GWA 24SA AB 20D r it �i 569.56 ®� AB-10D III r o r 639.42 AB- 22D 600.14 AB-10BRL 570.61 AB-10S �' o • AB 22BRL 604.84 I I V 1 ° AB-21PWS / P 7 jjo i NPDES OUTFACE 104 AB-210WAU OW-8 1 i I / � _m m AB-21PWA AB-21SS OW-12 III x AB 216R OW 10 CULVER AB- WAL , 637.35 AB 21S r o NPDES OUTFALL 103 i i t AB-6A o 2 AB 21D �� ° \ 48" HDPE DISCHARGE PIPE AB-613 °��' 1 610 w000BEND DR / s40 �� t / DISCHARGE TOWER WAS REMOVED AND REPLACED WITH SPILLWAY CCR S STRUCTUREIN2016 i CCR-18D } 1 8 STAIRS NPDES OUTFACE 002 i ° o CCR-21S pH ADJ BLDG R-20D 640 7 i o CCR-22S CCR-22D - - CCIf R 22DA eoo-°/ - - - '�"� otio G00,00 S , - ° GWA-1S � r� 1 �� • s-" o0 00 � � , - / ° � o rn _ o �S os �o � I �� GWA 16R o i '� --- � GWA-1D ., � � � � � 619.75 JA CCR 23S 1 4 �e` Sao �po t 5 ' LEGEND BG-1DA BG 1BR R�ES�"" g3o °° 639.24 e j o2° B l.. -- �� 610 �630 INFERRED WATER LEVEL IN BEDROCK ZONE (NAND 88, FEET) ���� DUKE ENERGY CAROLINAS PROPERTY LINE � � sso % � � � ASH BASIN COMPLIANCE BOUNDARY � BG-1S �� ` / AB-11D 6°0 � GWA-9BR WELL ID IN BEDROCK ZONE ssp o 638.19 WATER LEVEL IN BEDROCK ZONE (NAND 88, FEET) ACTIVE ASH BASIN WASTE BOUNDARY ' �0 l!9 I AB-20S WELL IN ASH PORE WATER RETIRED ASH BASIN WASTE BOUNDARY � GWA-26S WELL IN SHALLOW ZONE RETIRED ASH BASIN ASH LANDFILL WASTE BOUNDARY ! 0` �`�� s rn iC I GWA-9D WELL IN DEEP ZONE RETIRED ASH BASIN ASH LANDFILL COMPLIANCE BOUNDARY ssp s � 8 GWA 5BR WELL ABANDONED DORS FILLS BOUNDARIES NUTALL OAK LN OW 6 PIEZOMETER IN UNKNOWN ZONE (AECOM DATA) WETLAND BYAMEC FOSTER WHEELER - sF0 NUTALLOAKLN e2° 0W2 NESTED PIEZOMETER IN UNKNOWN ZONE (A w... DATA) STREAM BY (AERIAL PHOTOGRAPH &TOPOGRAPHIC MAP BASED) a " a�°zo So "' r`r soo � WATER SUPPLY WELL � FLOW DIRECTION r �/ sso rn O STREAM BYAMEC FOSTER WHEELER °°o / 580 0 NPDES ouTFALLo02 NPDES OUTFACE (APPROXIMATE) o -v x - EFFLUENT CHANNEL (APPROXIMATE) [HON-JURISDICTIONAL] ,�, oo ° } ,o ® ASH BASIN PONDED WATER/(ll • + ° + k _ # s-0 seo h ® NPDES REGULATED WATER FEATURE rss� s° I� 'o RIP RAP s ss 80:. sso TOPOGRAPHIC CONTOUR (10' INTERVAL) p s TOPOGRAPHIC CONTOUR (2' INTERVAL) s ° ---------- PIPING OBTAINED FROM DUKE ENERGY, �0 STANTEC, AND SYNTERRA AOW INSPECTION. UKE 200 0 100 200 400 NOTES: GROUNDWATER FLOW DIRECTION 0 r GRAPHIC SCALE 1. WATER LEVELS COLLECTED MARCH 13, 2019. � , Jac. � ^ 2. BP = WATER LEVEL BELOW PUMP - \\\ ENERGY oN FEET) WATER LEVEL MAPFIGURE 5-4`i \ , 3. NOT ALL UTILITIES ARE IDENTIFIED ON THIS DRAWING. THE UTILITIES SHOWN ON THIS DRAWING ARE VISUAL AIDS TO LOCATE THE STREAMS AND WETLANDS IN THE FIELD. THE HORIZONTAL LOCATION AND VERTICAL LOCATION HAVE NOT BEEN FIELD LOCATED ON ANY UTILITIES AND THE SHOWN LOCATIONS ARE APPROXIMATE. 4. THE TOPOGRAPHY IS BASED ON LIDAR BARE EARTH DATA OBTAINED FROM THE FRIS\NORTH CAROLINA FLOOD RISK INFORMATION SYSTEM AT http://fris.nc.gov/fris/Download.aspx?FlPS=031&ST=NC&user=General%2OPubIic od° 660 CAROL I ��� DRAWN BY: J. CHASTAI N DATE: 2/21/2018 BEDROCK FLOW ZONE AND A DRAWING TITLED AERIAL TOPOGRAPHIC SURVEY-ALLEN STEAM STATION BY WSP, JOB NUMBER 157002.00 AND DRAWING FILE NAME APRIL 2014-ALLEN_FINAL_10-30-15.DWG # �_ 5. RETIRED ASH BASIN (RAB) LANDFILL WASTE BOUNDARY BASED LINER LIMITS IN THE S&ME DRAWINGS FOR THE RETIRED ASH BASIN (RAB) LANDFILL PHASE I, PROJECT NUMBER 7235-14-011, DATED 06-16-2015. tia REVISED BY: C. NEW ELL DATE: 12/11/2019 (MARCH 13, 2019) 6. THE WATERS OF THE US DELINEATION HAS NOT BEEN APPROVED BY THE US ARMY CORPS OF ENGINEERS AT THE TIME OF THE MAP CREATION. THIS MAP IS NOT TO BE USED FOR JURISDICTIONAL DETERMINATION PURPOSES. THE x x CHECKED BY: L. DRAGO DATE: 12/11/2019 CORRECTIVE ACTION PLAN UPDATE PRELIMINARY WETLANDS AND STREAMS BOUNDARIES WERE OBTAINED FROM STREAM AND WETLAND DELINEATION CONDUCTED BYAMEC FOSTER WHEELER ENVIRONMENTAL &INFRASTRUCTURE, INC. NATURAL RESOURCE - - TECHNICAL REPORT (NRTR) FOR ALLEN STEAM STATION DATED MAY 29,2015. APPROVED BY: /''� li. SUTTELL DATE: 12/11/2019 ALLEN STEAM STATION 7. ALL BOUNDARIES ARE APPROXIMATE. �'c " PROJECT MANAGER: T. BERNIER 8 DISPLAYED WATER SUPPY WELL LOCAIONS REFLECT INFORMATION AVALABLE10 BELMONT, NORTH CAROLINA 9. MARCH 03, 2018 AER ALLP OTOG APHTWAS OBTAINED FROM GOOGLE EAIRTH ATUhtLps.//www.google.com/maps/. ss s rn Terra * = WATER LEVEL IDENTIFIED AS ANOMALOUS LIKELY DUE TO FIELD TRANSCRIPTION ERROR. www.synterracorp.com 0 VA�i- •It Q / a I v EX-81 ; \ ■1 = IW 5 1W-4 EX-SOa♦ LOCATIONS OF EXTRACTION WELLS, INJECTION A WELLS,PIPING, AND TANKS, MAYBE ADJUSTED IW-6 DUE TO THE DENSITY OF UTILITIES AND EX-79 GWA-296R INFRASTRUCTURE IN THE REMEDIAL AREA \ \ \ GWA 29D Iw-11 \\ GWA-29S IW-9 IW-10 IW 12 EX-78 NPDES OUTFALL 001 n , �\I I \ Iw-8 Q In, SEX-77 IW-7 IW\-165� 7e` IW-32 9 PROPOSED EXTRACTION IW-22 ° Iw-1a o ,,,,,.,,•°"' GWA-28BR R \` \ �_76 �` .' CP-3D COLLECTION AND PUMP STATION N Q Iw-21 Iw23 GWA-28D ` \� GWA-28S •\ �� = IW-27 IW-28 \ IW-13 IW-19 � IW-20 � *IW-31 IW-33 11 PROPOSED W w-1s EXTRACTION IW-29 COLLECTION IW-35' 1 \ R AND PUMP STATION Ex-/4 • W-44 _� ` \\ \\ IW-17 IW-26 r • O IW-45.i IW-46' \\ \ \ IW-43 y SEX_2 EX 72 'EX-73' CP 2S ° C4 II NPDES OUTFALL 004 IW-42 CP-2D IW-47 EX-71 IW-41 -41 IW-3 EX-7 0 ,�* IW-40 -� • IW-55 I 1 �\ ° IW-25 ! EX-9 IW-56 EX-3 j 1 IW-39 ` EX-10�EX-87 IW-3 'o IW-24 EX-86 IIW 66 \\ \ ° - I I LOCATIONS OF EXTRACTION WELLS, INJECTION IW38 EX-11 IW53 IW-54 1 [\ \ LIVE COAL PILE I I WELLS,PIPING, AND TANKS, MAYBE ADJUSTED IW-36 EX-85 ° JW-57 DUE TO THE DENSITY OF UTILITIES AND EX 13 Ex-12 \ I INFRASTRUCTURE IN THE REMEDIAL AREA EX-14 EX-83 d�EX-84�� \\ ' EX-82— �� IW-52 \\ :� IW-51 IW-63 IW-65 IW-76 \\ o I Exgi IW-49 11W-50 IW-60 IW-62 IW-64 IW-75 IW-5S IW-61 IW-74 Ex_5 EX-16 IW-4S ` IW-59 IW-72 p. \ � 7 w-57 � � TIE INTO FIRE WATER LINE (APPROXIMATE) � � - GWA-6BR � \C\\ \ � � � • > GWA Iw-ss Iw-ss ��IW-71 IW-73 Iwao I PROPOSED EXTRACTION WA 18D 1D / R �� GWA-30D COLLECTION AND PUMP STATION IX-6 q A-18S I I ! CCR-4D _ GWA-30 I I I . \ � THE TOPOGRAPHY IN THE LIVE COAL PILE I O o ( - - - - -CCR-4S \ \ • I AND HOLDING BASIN AREA IS APPROXIMATE all ° A CCR 4DA v �� Iv I HOLDING BASIN �( LOCATIONS OF EXTRACTION WELLS, INJECTION I / I I / AB-41SS r EX-19 WELLS,PIPING, AND TANKS, MAYBE ADJUSTED PROPOSED EXTRACTION EX 71 I AB-40, DUE TO THE DENSITY OF UTILITIES AND COLLECTION AND PUMP STATION 1D g \ \ INFRASTRUCTURE IN THE REMEDIAL AREA 1 RETIRED ASH BASIN ° � s I 1 44SS o o AB 40D ' Q oP° D ' I I I I I I \ 610 610 I oe 6Q°Q a d STRUCTURAL FILL STRUCTURAL FILL 4 D°d o' ° D I I j ` I I PROPOSED EXTRACTION COLLECTION \ I AB-33D 33S p� t AB-33S AB-43SS � n / � �\ t I I I ' I I I � I AB 43AP ° /// a �°� I I � • °` r `° o� ` 1 I m o •o w°° o o d0 ° e � I I e 0 I AB-43D' 4� //// \ ° I . ° 8 °.�. I ro m � u°'oi I I .n � ? 4 ° o a h I j O I is i i i i ° . / / / o LP-o Q� ��\ \ \ ego ° `� ° y, ° • EX-29 ,ate AB-32D Z� AB-34S `:: �'ll it I 0 AB-34D I I I I 1 CCR-11S D / a: I I II I II j � °-.- - I EX-32 I o \ I I AB-35S a o 4 o° I I AB 35 I/ I /° l RETIRED ASH ASH LANDFILL BASIN -PHASE I c Ap AB-31S I I D I I ° AB-35SS I I AB-31D '� III EX-33 ° � p I j ASH STORAGE AB-350WAL30 AB-350WAL 1 ° I I I � � b„ GWA-4D GWA-4S I CELL 1 CELL 2A CELL 2B RETIRED ASH BASIN I AB 350WAU I � GWA-4BR �, . °� C� I I I I AB-35PWA I° I I I • EX-34 �} �° o D��ao i I II • X-35 I O WELLSPIPING ANDTANKKS MAYBEADJUSTED I I I 1 I DUE TO THE DENSITY OF UTILITIES AND INFRASTRUCTURE IN THE REMEDIAL AREA ) I s70 AB-29SS II l i 1 I I I / I I sso AB-29SL o s� -' I QI d I j s4o AB 29D __-------- ___ _-------------- --------- -- \ I PILLWAY Ex-3s' ___ _______szoEMERGENC� I AB-9S � �\' I I � � o / � .ao °•1b.. n 620 CPIPES .� l o o I PROPOSED EXTRACTION ° 1 620 s3o EX-37 COLLECTION AND PUMP STATION �� �* � � . � jIl � ♦ o / / OW-15 � f _ � / NPDES OUTFACE 008 \\\ °o ♦ a ° = �'`/ OW 17 e- s3o ___----� -- - ---_ \ �Q° o \\ I AB 8 o AB-27BR AB-27S o I\ \\ ( AB-28D B-27 11 I � I Ex-3s � o// 1 I\ 9 o � OW-22 I I II s o a ` 0 1 1 I II GWA-22S \\ a s PN-1D / I j 8 4 Ij EX-39 � I I II I 1 O � I Th II 1 pp a ■ � � I I d ° I I I I I I I ' II � t o � I I I I I PRIMARY POND 3 I I e I 0 4 1 I I I I I I II D O I a I I I I I l PROPOSED EXTRACTION COLLECTION AND PUMP STATION Ib n g Q I I I I I I � � o o III III I m o e �`�o ° I I I v 6 PRIMARY POND 1 I AB-24SL PRIMARY POND 2 I I Q 1 I I tl "U` a I j 1 d �' I I AB 24D AB-25SS I I_ I I GWA-3BRA I a ° I I i AB 246R AB 25S / AB-26S GWA-3BRL • 1 0 �o I I I O j AB 256RU //° j I GWA 36REX-42 GWA-3S .� � ■� o o� °o i 1 Q a, � VI j AB-25BR �/ I I I GWA-3D is ��F � I ao,' i g i o � i i ///j i I C)UILJJVIIERT II STAIRS NPDES OUTFACE 108 EX-43 �/� 1 I -• ail I Q �/ O o OW-4 II I I ° •c ° // / o� OW 5 I 10 \ EX-44 I • Q a oQ Q 4° 0 / I \\ � 1 ° // ° I I I o - - - - - ---------------------- o° II — 0 GWA23S 9 / / ---- 'an I I EX-45 d GWA-23D _ I ° I I / AB-23S / / -ED � EXTRACTION COLLECTION AND PUMP STATION EX46&EX-58 LOCATIONS OF EXTRACTION WELLS, INJECTION WELLS,PIPING,AND TANKS, MAYBE ADJUSTED DUE TO THE DENSITY OF UTILITIES AND 1 INFRASTRUCTURE IN THE REMEDIAL AREA EX-47 & EX-59 - - - - - - - o -. / / / °•o o I o I EX-48 & EX-60 EXI\-510\\l&EX-62 • ° `� ° /� / / ° �'� o ` a' EX-49 & EX-61 / / a jJ / Q ' a �-✓ a8 g�o ° I EX-51 & EX-63 AB-10BR EX-53 & EX-65 EX-52 & EX-64 f AB-10BRL CULVERT AB-10S � IIIIIIIIilllll i ^ 00 o a j I I � AB-10D J °° a° °° q s 1 1 I J� I LEGEND o °�''da°a �, �a � p. oPo' AB-22BR Ex-68 PROPOSED EXTRACTION WELL IN BEDROCK — DUKE ENERGY CAROLINAS PROPERTY LINE a �• AB-22S EX-55&EX-67I EX-41 PROPOSED EXTRACTION WELL IN SAPROLITE-TRANSITION ZONE - —ASH BASIN COMPLIANCE BOUNDARY ° ° °� o o Q o off° AB 22D f III I� I O Ex-85 PROPOSED EXTRACTION WELL CLUSTER BEDROLIrE-TRANSITION WELL ACTIVE ASH BASIN WASTE BOUNDARY o �e "ate p AB-22BRL I EX�5 BEDROCK WELL o b � o ° • ° d �° ,- � I I I NPDES OUTFACE 104 STAIRS EX-56&1 Q ® IW29 PROPOSED CLEAN WATER INFILTRATION WELL IN SAPROLITE-TRANSITION ZONE - — — — RETIRED ASH BASIN WASTE BOUNDARY �' ° q ° o o EX-68 AB-25S 1 WELL IN ASH PORE WATER RETIRED ASH BASIN LANDFILL WASTE BOUNDARY I AB-25SS WELL IN SHALLOW ZONE RETIRED ASH BASIN ASH LANDFILL COMPLIANCE BOUNDARY ° I $ � AB-24D WELL IN DEEP ZONE °o DORS FILL BOUNDARIES d II CULVERT I NPDES OUTFACE 103 AB-27BR WELL IN BEDROCK ZONE o° o ° p I EX-' I 0 SURFACE WATER (AERIAL PHOTOGRAPH &TOPOGRAPHIC MAP BASED) { �p IEx-69 PROPOSED EXTRACTION GWA-5BR WELL ABANDONED ° ° s 4� p II COLLECTION AND PUMP STATION EFFLUENT CHANNEL (APPROXIMATE) [NON -JURISDICTIONAL] d p > °, ° � ° 1 C OW 20 PIEZOMETER IN UNKNOWN ZONE (AECOM DATA) ® ASH BASIN PONDED WATER (APPROXIMATE) ° ° bQ �o ° I T ° � � I I 48" HDPE DISCHARGE PIPE 0W2 NESTED PIEZOMETER IN UNKNOWN ZONE (AECOM DATA) ® NPDES REGULATED PLANT WATER p ° o o ; DISCHARGE TOWER WAS I �_ NPDES NPDES OUTFACE y NPDES REGULATED PLANT WATER FLOW DIRECTION o°°� ov ° °° a a� ° °° SPILLWAYoSTRUCTURE ED W TH SPILLWAY 1; 1 ouTFALL o02 (APPROXIMATE) QR \ f �srAlRs PROPOSED CLEAN WATER INFILTRATION LINE RIP RAP wo �' a° ° bg ��� °d. - II - NPDES OUTFALL 002 TOPOGRAPHIC CONTOUR (10' INTERVAL) CLEAN WATER INFILTRATION FLOW DIRECTION TOPOGRAPHIC CONTOUR (2' INTERVAL) PROPOSED WELL EXTRACTION COLLECTION LINE ° ' ° a• a ° bQPROPOSED TIE IN FROM EXTRACT[ o �° �-�g= °�'° l��• // GROUNDWATER TREATMENT SYST s � WELL EXTRACTION WATER FLOW DIRECTION ° o. ••`3 =�'°o �"" � - P / `- - ------______= PROPOSED WELL EXTRACTION MAIN LINE ° 8°' a °o� a QOp° ® R-20D / WELL EXTRACTION MAIN LINE WATER FLOW DIRECTION P ° ° �? • ° db° w / _ //� O PROPOSED EXTRACTED a o p. 1 // NOTES: GROUNDWATER TREATMENT SYSTEM bq � 8 - ' 1. NOT ALL UTILITIES ARE IDENTIFIED ON THIS DRAWING. THE UTILITIES SHOWN ON THIS DRAWING ARE VISUAL AIDS TO LOCATE THE STREAMS AND WETLANDS IN THE FIELD. THE HORIZONTAL LOCATION AND VERTICAL LOCATION HAVE NOT BEEN FIELD LOCATED ON ANY UTILITIES AND THE SHOWN LOCATIONS ARE APPROXIMATE.°_ / o 2. THE TOPOGRAPHY IS BASED ON LIDAR BARE EARTH DATA OBTAINED FROM THE FRIS\NORTH CAROLINA FLOOD RISK INFORMATION SYSTEM AT b / 0 http://fris.nc.gov/fris/Download.aspx?PIPS=031&ST=NC&user=General%20PubIicANDADRAWING TITLED AERIAL TOPOGRAPHIC SURVEY-ALLEN STEAM STATION BY WSP, JOB NUMBER 157002.00 AND DRAWING FILE NAME APRIL 2014_ALLEN_FINAL_10-30-15.DWG n /j/✓� o / r 3. RETIRED ASH BASIN (RAB) LANDFILL WASTE BOUNDARY BASED LINER LIMITS IN THE S&ME DRAWINGS FOR THE RETIRED ASH BASIN (RAB) LANDFILL PHASE I, PROJECT NUMBER 7235-14-011, DATED 06-16-2015. 4. THE WATERS OF THE US HAVE NOT BEEN APPROVED BY THE US ARMY CORPS OF ENGINEERS AT THE TIME OF THE MAP CREATION. THIS MAP IS NOT TO BE USED FOR JURISDICTIONAL DETERMINATION PURPOSES. THE WETLANDS AND STREAMS BOUNDARIES WERE OBTAINED FROM AMEC FOSTER WHEELER ENVIRONMENTAL & NOT FOR CONSTRUCTION ° aoQa a ° INFRASTRUCTURE, INC. NATURAL RESOURCE TECHNICAL REPORT FOR ALLEN STEAM STATION DATED MAY 29, 2015. GRAPHIC SCALE ° CCR-22S '� / � szo ° GWA-2 DUKE 200 0 50 200 400 FIGURE 6-28a ° -2S / (IN FEET) REMEDIAL ALTERNATIVE 3 0 �� e o � ENERGY WELL SYSTEM LAYOUT CAROLINAS DRAWN BY: J. CHASTAIN DATE: 12/20/2019 GROUNDWATER REMEDIATION BY 0, REVISED GWA1D REVISED BY: - DATE:- EXTRACTION COMBINED WITH CLEAN WATER 410 CHECKED BY: B. GREEN DATE: 12/20/2019 INFILTRATION AND TREATMENT (VERTICAL) APPROVED BY: B. GREEN DATE: 12/20/2019 CORRECTIVE ACTION PLAN UPDATE d ° ° PROJECT MANAGER: C. SUTTELL ALLEN STEAM STATION �0.0 ° Terra BELMONT, NORTH CAROLINA a S www.synterracorp.com ° ° ° / / � I 1 • EX-81 ; 4 •' pIW-5 II 1W-4 -\8 as LOCATIONS OF EXTRACTION WELLS, INJECTION WELLS,PIPING, AND TANKS, MAYBE ADJUSTED • n D �oTO oHE DENSITY OF UTTILITIES ANDAl A —A 0 IW-12 IW-9 IW-10 EX-78 \\\ NPDES OUTFALL to 16- -- IW-7 '� IW\-165 Y a IW-32� SEX-77 \ CP 3S PROPOSED EXTRACTION IW-14 Ex-76 1W22. ° GWA-28BR \` \ CP 3D COLLECTION AND PUMP STATION \ \ • � D ° IW-21 IW-23 \ . GWA-28S \� IW-27 o a\\ \ \ IW-13 IW-19 y IW-20 � IW-31 • \ EX-1 (` vCJ• o:p� tee\ \ � Q \ � IW-18 IW-34 �• L\ \ 1\\ •d o, ,•. ° ,IW-26rEX-75 O \ -� o ✓ � � IW-43 \ \ NPDES 01 o EX-72"- EX-73 IW-42 o \ I \ WA 7S IIII \ \ \ \ \ \ O \ �EX-71 � Iwal DRY HOLE EX-86 I • ql 1 '\ \ •,1 '° CX ` IW-37AVO EX-87 Ex-12 PROPOSED EXTRACTION \ 1 1I o \\ \ LIVE COAL PILE *- \ Iw24 Iw-36 W 38 e� COLLECTION AND PUMP STATION o \I \\ \ �\ 1 I wELLS PIIPING, AND TAP ° ( FORMER WATER TANK IW-1 EX-84 \--.IW-48 DUE TO THE DENSITY 01 INFRASTRUCTURE IN TH EX-4 1JTHEWELLDEPICTIONISCONCEPTUALHORIZONTAL ° \\\ \ �I / CAN BE BOTH SINGLE AND DOUBLE ENTRY (FIGURES \\ AND 6-28e). SHOULD HORIZONTAL WELLS BE USED AT a HORIZONTAL WELL PAIRS. ONE LOCATED DETERMINATION OF SINGLE ENTRY, DOUBLE Q APPROXIMATELY 40' BGS AND THE OTHER 90' BGS /� EXEX-1 `'t` I I ENTRYOR CONCEPTUAL ON WILL A MADE LATER. / • �`� � -- R (j ti 2.) EACH CONCEPTUAL HORIZONTAL WELL ON THIS FIGURE a CCR-3S N `' I REPRESENTS A PAIR OF HORIZONTAL WELLS THAT WOULD BE EX-5 ° c INSTALLED IN THE SHALLOW AND DEEP FLOW ZONES. N IN x x x x o ti4 I a;l tiI \ N N N \ I OS TIE INTO FIRE WATER LINE (APPROXIMATE) � � - GWA-6BR � � \ I x I � IN N_ � N N_ N PROPED T I • >� THE TOPOGRAPHY IN THE MAIN COAL PILE I Y 8 A-18S I °� / CCR-4D _ GWA-30S AND HOLDING BASIN AREA IS APPROXIMATE 1 LOCATIONS OF EXTRACTION WELLS, INJECTION I II U \ \ \ WELLS,PIPING ANDTANKS MAYBEADJUSTED I HOLDING BASIN I� �• 1 I��� f' \ yv \ DUE TO THE DENSITY OF UTILITIES AND I p INFRASTRUCTURE IN THE REMEDIAL AREA I I 1 I Exa Il Ex-1s v v 1 11 PROPOSED EXTRACTION RETIRED ASH BASIN d \ p \ ` ` _COLLECTION AND PUMP STATION CP-6BR v� �2;a p�.�o � 1 g• e I 44SS \\ Ex-s CP-6S 4AP Ex-25 Ex-2s Ex-27 P o \\ O ' 1 1 1� i 1 a O Q p ® \\ \ `— Ex-2� o ♦, PROPOSED EXTRACTION CC Q Goo TIE BOTH HORIZONTAL WELLS TO CLEAN CCR-6 620 - s2o o e aQ p° d IJ STRUCTURAL FILL STRUCTURAL FILL 1 WATER INFILTRATION HEADER PIPE / ------------- ° PROPOSED EXTRACTION COLLECTION \ I AB-33D t ° I I I I I AB 43AP ° / a �°� I I \/ '• r `° o� \ I o0 0 RETIRED ASH Ex-2I II Id I I I I o � Qo Q •�� ___ _ �, WA-5BR li. ° 09 ' I I - I I I D °boa o�d ° _ AB-32S ° PR OPOSED EXTRACTION COLL AB-3 D .000 •,= II I 1 1 I Io CCR-11S O° �¢• �� I ° 1 \ z CCR-11D �''--- - o IL CCR-11DA D a: I I I II - ---- II I j I I � 1 0 \ I 0 0 I I AB-35S I/ I RETIRED ASH BASIN 4 I AB 35 I I ASH LANDFILL -PHASE I AB-31S I D �� II AB-35SS I AB-31D-33 I ASH STORAGE AB-350WAL30 I ° I GWA-4D I AB-350WAL I I I CELL 1 CELL 2A CELL 2B br GWA-4S 0 oQ o ° RETIRED ASH BASIN O i � AB-350WAU I I � � I I � I � GWA-4BR II II AB-35PWA I I Ca I I I° I I • EX - LOCATIONS OF EXTRACTION WELLS, INJECTION WELLS,PIPING,AND TANKS, MAYBEADIUSTED 11INFRASTRUCTURE DUE TO THE DENSITY OF UTILITIES AND I IN THE REMEDIAL AREA szoEMERGENCYSPILLWAY 1 AB-9S ° PROPOSED EXTRACTION o I ° szo sao COLLECTION AND PUMP STATION EX-37 OW-18 OW 16 sao _ _---- / . jIl ♦ o / / 0W-15 f _ \ NPDES OUTFALL 008 \\\ °o ♦ a ° = '`' OW 17 e- 530 --------___----� -- - ---_ o AB-27BR r \ \ U 11 / AB-27S 0 1\ \\ I AB 28D B 27 11 I I Ex-3s II s 0 PN-21D I ° I p �I -39 61 \ // OW-20 a I Ill I I 11 1 O � I pp a ■ � � I I d ° I I I I I I I ' II � I o � I I I I I PRIMARY POND 3 I I e I 0 4 1 I I I I I I II D O I a I I I I I I PROPOSED EXTRACTION EXi COLLECTION AND PUMP STATION PRIMARY POND 1 I AB-24SL PRIMARY POND 2 I I Q I I I tl "U` a I j l d �' I I AB 24D AB-25SS I I_ I I 0 / I GWA-3BRA I a � I II i AB-246R AB-25S / AB-26S 4q I I I o 0 t AB-25SL // I GWA-3BRL l • 1 p _o I I I O tni j AB 256RU / / ° j I GWA 36R42 GWA-3S �J � ■ o �(� o� � I � D VI j AB-25BR � / I I I GWA-3D ��• I ao,' i g I o f ///j i I C)UILJJVIIERT STAIRS NPDES OUTFACE 108 ,De �/� 1 I -• d� I Q �/ O o OW-4 II I cEX-44 I C3 II 0 --------------� -45 d GWA-23D _ I o I I/ AB-23S // AB-23BRU / ° �' o -� COLLECTION AND PUIMP STATION EX46&EX-58 LOCATIONS OF EXTRACTION WELLS, INJECTION o /' l �/ 0 6 ° ° O �II� WELLS,PIPING, AND TANKS, MAYBE ADJUSTED DUE TO THE DENSITY OF UTILITIES AND 1 INFRASTRUCTURE IN THE REMEDIAL AREA (/1f EX-47 & EX-59 - - - - - - o -. / / / . G7•° o I ° I EX-48 & EX-60 /---- EX--550 & EX-62 • ° ° /� / / ° �'� o ` a' EX-49 EX-51 & EX-63 � ° • II \ f ���i%i -aa I I EX-53 & EX-( EX-52 & EX-64 f AB-10BRL 4> ° ° e / / IM d p e 11 I E _54 & AB 10S �IIIIIIIIilllll i g' ° CULVERT 1 52°�^ s° ' AB-10D ��III LEGEND Ex-ss PROPOSED EXTRACTION WELL IN BEDROCK DUKE ENERGY CAROLINAS PROPERTY LINE Q �• AB-22S EX-55&EX-67I Ex-41 PROPOSED EXTRACTION WELL IN SAPROLITE-TRANSITION ZONE - ASH BASIN COMPLIANCE BOUNDARY ° ° °� o o Q o off° AB 22D f III I� I O Ex-85 PROPOSED EXTRACTION WELL CLUSTER BEDR•oLITE-TRANSITION WELL ACTIVE ASH BASIN WASTE BOUNDARY o �° "ate p AB-22BRL I I ( 1 EX�5 BEDROCK WELL o b � o ° ° ° d �° •- � 11 I NPDES OUTFACE 104 I STAIRS EX-56&I Q ® Iw-29 PROPOSED CLEAN WATER INFILTRATION WELL IN SAPROLITE-TRANSITION ZONE - — — — RETIRED ASH BASIN WASTE BOUNDARY ° q ° 0 o EX-ss AB-25S WELL IN ASH PORE WATER RETIRED ASH BASIN LANDFILL WASTE BOUNDARY I AB-25SS WELL IN SHALLOW ZONE RETIRED ASH BASIN ASH LANDFILL COMPLIANCE BOUNDARY °° I !I $ AB-24D WELL IN DEEP ZONE e o II DORS FILL BOUNDARIES d 0 II CSULVEIRIIT I NPDES OUTFACE 103 AB-27BR WELL IN BEDROCK ZONE ° p I1 I EX-57& I 0 SURFACE WATER (AERIAL PHOTOGRAPH & TOPOGRAPHIC MAP BASED) {° ° °° 11 A Ex-69 PROPOSED EXTRACTION GWA-5BR WELL ABANDONED a ° s 4� p II COLLECTIONANDPUMPSTATION EFFLUENT CHANNEL (APPROXIMATE) [NON -JURISDICTIONAL] d p > °, ° I / C OW-20 PIEZOMETER IN UNKNOWN ZONE (AECOM DATA) ® ASH BASIN PONDED WATER (APPROXIMATE) ° I OW2 48" HDPE DISCHARGE PIPE uvv NESTED PIEZOMETER IN UNKNOWN ZONE (AECOM DATA) ® NPDES REGULATED PLANT WATER o ° I Q a '� • Cj DISCHARGE TOWER WAS NPDES y NPDES REGULATED PLANT WATER FLOW DIRECTION o°°� ° ov ° a°� a o� ° °° SPILLWAYoDAND DREP E/N20,BH SPILLWAY \�� ; STAIRS ouTFALLoo2 NPDES OUTFALL (APPROXIMATE) 4 R RIP RAP PROPOSED CLEAN WATER INFILTRATION LINE o o a a NPDES OUTFACE 002 TOPOGRAPHIC CONTOUR (10' INTERVAL) 0 9 ° ° ° � // CLEAN WATER INFILTRATION FLOW DIRECTION TOPOGRAPHIC CONTOUR (2' INTERVAL) PROPOSED WELL EXTRACTION COLLECTION LINE ° ' ° a• a ° bQ ° /i / PROPOSED TIE IN FROM EXTRACTED GROUNDWATER TREATMENT SYSTEM WELL EXTRACTION WATER FLOW DIRECTION ° 'a 0 P / - --------___� PROPOSED WELL EXTRACTION MAIN LINE R-20D WELL EXTRACTION MAIN LINE WATER FLOW DIRECTION P ° ° �? • o db° w / //� O PROPOSED EXTRACTED NOTES: �a o p. 1 // GROUNDWATER TREATMENT SYSTEM � 9 q y� o o . � � e o I / _ - � o � 1. NOT ALL UTILITIES ARE IDENTIFIED ON THIS DRAWING. THE UTILITIES SHOWN ON THIS DRAWING ARE VISUAL AIDS TO LOCATE THE STREAMS AND WETLANDS IN THE (5' ' ,a D p o \ // • 1 FIELD. THE HORIZONTAL LOCATION AND VERTICAL LOCATION HAVE NOT BEEN FIELD LOCATED ON ANY UTILITIES AND THE SHOWN LOCATIONS ARE APPROXIMATE.°_ / o ° 2. THE TOPOGRAPHY IS BASED ON LIDAR BARE EARTH DATA OBTAINED FROM THE FRIS\NORTH CAROLINA FLOOD RISK INFORMATION SYSTEM AT http://fris.nc.gov/fris/Download.aspx?PIPS=031&ST=NC&user=General%20PubIicANDADRAWING TITLED AERIAL TOPOGRAPHIC SURVEY-ALLEN STEAM STATION BY WSP, JOB NUMBER 157002.00 AND DRAWING FILE NAME APRIL 2014_ALLEN_FINAL_10-30-15.DWG n /j/✓� ° / r III 3. RETIRED ASH BASIN (RAB) LANDFILL WASTE BOUNDARY BASED LINER LIMITS IN THE S&ME DRAWINGS FOR THE RETIRED ASH BASIN (RAB) LANDFILL PHASE I, PROJECT NUMBER 7235-14-011, DATED 06-16-2015. 4. THE WATERS OF THE US HAVE NOT BEEN APPROVED BY THE US ARMY CORPS OF ENGINEERS AT THE TIME OF THE MAP CREATION. THIS MAP IS NOT TO BE USED FOR JURISDICTIONAL DETERMINATION PURPOSES. THE WETLANDS AND STREAMS BOUNDARIES WERE OBTAINED FROM AMEC FOSTER WHEELER ENVIRONMENTAL & NOT FOR CONSTRUCTION ° aoQa ° / a INFRASTRUCTURE, INC. NATURAL RESOURCE TECHNICAL REPORT FOR ALLEN STEAM STATION DATED MAY 29, 2015. GRAPHIC SCALE ° CCR-22S / GWA-2 DUKE 200 0 50 200 400 FIGURE 6-28b ° (IN FEET) REMEDIAL ALTERNATIVE 3 p CC g o � ENERGY � � 5�° o ° WELL SYSTEM LAYOUT CAROLINAS DRAWN BY: J. CHASTAIN DATE: 12/20/2019 GROUNDWATER REMEDIATION BY I\\\ GWA1D REVISED BY: - DATE:- EXTRACTION COMBINED WITH CLEAN WATER GWA-1BR °10 CHECKED BY: B. GREEN DATE: 12/20/2019 INFILTRATION AND TREATMENT (HORIZONTAL) 1410 APPROVED BY: J. CLEMMER DATE: 12/20/2019 CORRECTIVE ACTION PLAN UPDATE d ° ° PROJECT MANAGER: C. SUTTELL ALLEN STEAM STATION 0.0 a TerrasynBELMONT, NORTH CAROLINA ° a www.synterracorp.com C:\00. REMEDIATION ALLEN\ALLEN FIG 6-28b (SYSYTEM LAYOUT-HORZ).dwg