DE ASHEVILLE-FIGURE 11-26

LO
N
w
0
I
w
J
J
w
w
bA
no
0
0-
0)
Of
Q
0
/
ca
a�
Q
0
c�
m
Q
a�
Q
N
0
CO
N
0
v�
bA
0
neo
a�
W
Q)
0
/
7
lizi-
m
LO
0
N
N
2210
2200
2190
2180
2170
2160
2150
2140
2130
2120
2110
O�
�C/) 2100
W
2090
2080
2070
2060
2050
2040
2030
2020
2010
2000
1990
1980
C
FRENCH
BROAD
RIVER
0
z
D
0
m
U)
w
I
MW -8
0
Q
0
MW -12
a
0 U o
Q
C13-9
LAKE
JULIAN
C'
o TC> - Q
0 — --------------I
----------
°° - - _______________-_________
- U) - - - - - - - - - - - - - - - - - _ - - -_- - -_- -
w_ _ _ __ _ _ _ _
MW -16-- ----------------w----=_-__-_
_ _ _ �_ _� _ -__-__ - _-__ - _-__ -__-__ -�__ - _-__ - _-__ - _-__ -:
_p4c _ _ _—_-___�_ ____-__-___-__-_________-_ ___-__-___-__-___-__-___-___
--____ _— _— _—___ _—__ _____________--------------------------
-
___________-_-_-:
354 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
— - -
117-
-
17— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
---------------------------------------------------- - - - - - -
SECTION C -C' - BORON
FACING NORTHWEST
SECTION D -D'- BORON
FACING NORTHWEST
1 C�'_CAIn
D
COAL ASH
D'
2220
FRENCH
SAPROLITE
2210
LAKE
2220
2210
BROAD
TRANSITION
2190
JULIAN
2210
2180
RIVER
2170
GW -1
CONCENTRATION CONTOUR
2160
2200
CONCENTRATION CONTOURS
MW -3
Q
2200
2140
2130
ABMW-6BR
0
o'
SURFICIAL WATER LEVEL
2120
2190
2110
ABMW-7
TRANSITION ZONE WATER LEVEL
2190
2180
- J
0
2100
2180
BEDROCK WATER LEVEL
>
Q
2090
W .�
2170
°
s
2170
2160
2070
Ns NOT SAMPLED
`
2160
ND NO DATA
2050
MW -5
2030
2150
BORING SYMBOLS
2020
2150
2140
GRAPHIC SCALE
ASH BASIN
2140
2010
2130
_________ _____--____--_--_-_________=
2130
2000
WELL SCREEN WITH
_-_ =-- - _- _ ---------------------
- -
CONCENTRATION OF COI
�_
2120
HORIZONTAL: 1"=300'
(micrograms per liter)
1980
_________________________
=-___ _-_______=
2120
.O -i
�
- - - - -
i� - - - - - - - - - - -
- - - - - - -~- - - - - - - - - - - - - - -
- - - - - - - N - - - - - - - - - - -X
2110
a�
W�
2100
_ _____ - -_-_- -_-_- -_-_- --_-_-_-_-
,.469
-----___-
-_-_- -_-_- --_-_-_-_- -_-_- -_-_- -_-_ _- -_--_-_-_- -_-_
2100
0
___-
__--_---_--
2090
z
0
- - - - - - - NS - _
�\_-__ =—_______________________
- - - - - - - - - -
_______________ _-_______-
2090
0
m
`-_- -_---_------------------_-_-_----_---
-_-------_----------_--_-
2080
0
c~n
-__-__ _— _— _— _— _—_____________—___
= __— _---__= ____-___--
2080
m
w-
2070
Q
co
- __ _--_____ ____ _— _— _— _—______
_— _—___ _— _— _—______ _-
2070
w
v~ -_-_- - - -_- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_
2060
CB -5
N
- _ _ - _ _ _- ___ _ _ _ _ ___ _ ___- ___ _ _ _
_ ___ _ ___- ___ _ _ _ _ ___ _ ___- ___ _ _ _ _ ___ _ _ ___-
2060
__ __
NS=
2050
_--_ =___-- =_- =____- =_- =_- =____-
=_- =_- =____- =_- =_- =____- =__—=
2050
2040
-
454 -_-_-_- -_-_- -_-_- -_-_- -_-_- -_-_- -_-_- -_-_- -_-_-
-_-_- -_-_- -_-_- -_-_- -_-_- -_-_- -_-_- -_-_- -_-_--_-_-_-
2040
2030
206-
_______________
2030
2020-
-------------------------------------------------------------------------------------
_ _ __-_—__ ___ _____
___ _
_____ _ _ _ _ _ _____ -_—__ _____-_—________-__—__ _____
—_ _-
__- _ _ - _ _ ___ _____ _____ _____ _____ _____ _____ ____-
2020
2010__
-
_— ___—__
_
2010
2000
--____
=—=
7--7-7-7-7___
____— _— _— _— _— _— _____ _—
- _—___ _— _— _— _— _— _— _— ==
2000
SECTION D -D'- BORON
FACING NORTHWEST
1 C�'_CAIn
IN FEET
VERTICAL: 1"=30'
NOTE: 10:1 VERTICAL EXAGGERATION SOURCES:
1. THE TOPOGRAPHY SURVEY DATA WITHIN THE PROPERTY
BOUNDARY DATED APRIL 17, 2014 WAS OBTAINED FROM
WSP OF CARY, NORTH CAROLINA.
2. 2ft CONTOUR INTERVALS BEYOND THE PROPERTY
BOUNDARY ARE FROM NCDOT LIDAR DATED 2007
https://connect.ncdot.gov/resources/gis/pages/cont-elev-v2.aspx
3. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE
SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH.
4. 2015 LITHOLOGY INFORMATION OF SOIL AND WELL LOG
TOPOGRAPHY IS FROM SYNTERRA.
NOTE:
1. CROSS SECTION LOCATIONS SHOWN ON FIGURE 2-1.
E E' 2. 2L VALUE FOR BORON IS 700 pg/L.
2180 FRENCH ABMW-4 2180
2170 BROAD 2170
2160 RIVER 2160
2150 2150
2140 2140
MW-7BR
2130 2130
2120 - 2120
2110 0z2110gynT(erra
2100 m 2100
C: U � 148 River Street, Suite 220
2090 MW"1s w - 2090 -- n Greenville, South Carolina 29601
> 0 _ _ > 864-421-9999
2080 ? N (D 2080 www.synterracorp.com
W m W
- _ _- __- 2070
2070 .,
DRAWN BY: C. NEWELL DATE: 4/20/2015
2060 w
co 70 2060 CHECKED BY: T. PLATING DATE: 4/20/2015
11 _ _ - — _ _ _-_ _ _ PROJECT MANAGER: K. WEBB
2050 N -
20402040 2050 LAYOUT NAME: CROSS SECTIONS 11-26
2040�-�- 2040
---_ � --------------
2030 _ DUKE
_ - _---------------
-_-----------------
2030
-----------------
020 =___- ___
2 2020
D --------------------------
ENERGY
2010 -- -- 2010
).
-------------
2000 - 851 -- - _-_-_-- N D-_-- _-_-- _-_-- _-_-- _ --_- 2000 PROGRESS
---
_-__ ASH EVILLE STEAM ELECTRIC PLANT
1990 1990 200 CP & L DRIVE
ARDEN, NORTH CAROLINA
FIGURE 11-26
GEOLOGIC CROSS SECTIONS
SECTION E -E' - BORON C -C', D -D', AND E -E'
FACING NORTH WITH BORON
COAL ASH
REGOLITH
SAPROLITE
2210
2200
TRANSITION
2190
-_ _ _ _ BEDROCK
2180
FILL MATERIAL
2170
CONCENTRATION CONTOUR
2160
CONCENTRATION CONTOURS
2150
DASHED WHERE INFERRED
2140
2130
SURFICIAL WATER LEVEL
2120
2110
TRANSITION ZONE WATER LEVEL
- J
2100
u)
BEDROCK WATER LEVEL
>
2090
W .�
�� FRACTURED/OXIDIZED ZONE
OBSERVED IN ROCK CORE
2080
2070
Ns NOT SAMPLED
2060
ND NO DATA
2050
2040
2030
BORING SYMBOLS
2020
GRAPHIC SCALE
SOIL SAMPLE
2010
300 0 300 600
2000
WELL SCREEN WITH
IN FEET
CONCENTRATION OF COI
1990
HORIZONTAL: 1"=300'
(micrograms per liter)
1980
30 0 30 60
IN FEET
VERTICAL: 1"=30'
NOTE: 10:1 VERTICAL EXAGGERATION SOURCES:
1. THE TOPOGRAPHY SURVEY DATA WITHIN THE PROPERTY
BOUNDARY DATED APRIL 17, 2014 WAS OBTAINED FROM
WSP OF CARY, NORTH CAROLINA.
2. 2ft CONTOUR INTERVALS BEYOND THE PROPERTY
BOUNDARY ARE FROM NCDOT LIDAR DATED 2007
https://connect.ncdot.gov/resources/gis/pages/cont-elev-v2.aspx
3. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE
SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH.
4. 2015 LITHOLOGY INFORMATION OF SOIL AND WELL LOG
TOPOGRAPHY IS FROM SYNTERRA.
NOTE:
1. CROSS SECTION LOCATIONS SHOWN ON FIGURE 2-1.
E E' 2. 2L VALUE FOR BORON IS 700 pg/L.
2180 FRENCH ABMW-4 2180
2170 BROAD 2170
2160 RIVER 2160
2150 2150
2140 2140
MW-7BR
2130 2130
2120 - 2120
2110 0z2110gynT(erra
2100 m 2100
C: U � 148 River Street, Suite 220
2090 MW"1s w - 2090 -- n Greenville, South Carolina 29601
> 0 _ _ > 864-421-9999
2080 ? N (D 2080 www.synterracorp.com
W m W
- _ _- __- 2070
2070 .,
DRAWN BY: C. NEWELL DATE: 4/20/2015
2060 w
co 70 2060 CHECKED BY: T. PLATING DATE: 4/20/2015
11 _ _ - — _ _ _-_ _ _ PROJECT MANAGER: K. WEBB
2050 N -
20402040 2050 LAYOUT NAME: CROSS SECTIONS 11-26
2040�-�- 2040
---_ � --------------
2030 _ DUKE
_ - _---------------
-_-----------------
2030
-----------------
020 =___- ___
2 2020
D --------------------------
ENERGY
2010 -- -- 2010
).
-------------
2000 - 851 -- - _-_-_-- N D-_-- _-_-- _-_-- _-_-- _ --_- 2000 PROGRESS
---
_-__ ASH EVILLE STEAM ELECTRIC PLANT
1990 1990 200 CP & L DRIVE
ARDEN, NORTH CAROLINA
FIGURE 11-26
GEOLOGIC CROSS SECTIONS
SECTION E -E' - BORON C -C', D -D', AND E -E'
FACING NORTH WITH BORON