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