DE ROXBORO-FIGURE 11-25

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O
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0
N
NORTH
550
540
530
520
510
500
490
480
470
460
450
En 440
W 430
W=
420
410 -
400
390
380
370
360
350
340
330
320
SOUTH
560
550
540
530
520
510
500
490
480
470
460
450
440
430
420
410
400
390
380
370
360
350
SCHOOL
BG -01:
BG -01 BR:
I NPDES DISCHARGE CANAL I
MW-02BR:
NORTH
SECTION A -A' - BORON
FACING NORTHWEST
REGOLITH
1 Cr_`CAII7%
REGOLITH ■
TRANSITION ZONE
- - - - BEDROCK
FILL MATERIAL
WATER LEVEL
DUNNAWAY ROAD
FILL MATERIAL -
ASH
— ASH PORE WATER LEVEL
ASH BASIN WATER LEVEL
BEDROCK WATER LEVEL
TRANSITION ZONE WATER LEVEL
^/ FRACTURED/OXIDIZED ZONE
OBSERVED IN ROCK CORE
CONCENTRATION CONTOUR
HASH MARKS POINT TO
DECREASING CONCENTRATIONS
CONCENTRATION CONTOUR
DASHED WHERE INFERRED
5.08 CONCENTRATION
ABMW-2:
NA NOT ANALYZED
ND NO DATA
GRAPHIC SCALE
NS NOT SAMPLED
ABMW-2BR:
IN FEET
BORING SYMBOLS
HORIZONTAL: 1"=300'
REGOLITH
SOIL
SAMPLE
IN FEET
WELL SCREEN WITH
VERTICAL: 1"=30'
—®700�1111111�w
�il6=w-
(micrograms per liter)
(standard units for pH)
-_-_________________
1973 ACTIVE
___- --
-----------------------
— ASH BASIN
_--- <5a =___________________
.
_--_--_-_-__--_
- - - - - - - - - - - - - - - -
--------------------------- -_-__________---
-_-_-_______- BEDROCK- - - - -
--
- - -
_ _
-- - -- ---- .,.OFp�fijq
REGOLITH
------------
------------
--_-_-_-_-_-_
--__-_-_ —_-_-_
---------------- .,
7720
_-_-_-__--=-=_BEDROCK_
-_-_-_-_-_-_- --_-_-_-_- --_-_-_-_-
- - -- _ - _ - _ -___- __- � -____ - ____- - '. roc
'C
------------------------
_ __- -_� ____- _ _ - - � - _______ ___
���
--------------------------------------------------------------------------
----------------
-----------------------------------------------------
- — —
TRANSITION ONE
--------------------
— — — — — — — — — — — — — — — — — — — — — —
----------------------
— — — — — — — — — — — — — — — — — — — — — —
SECTION A -A' - BORON
FACING NORTHWEST
REGOLITH
1 Cr_`CAII7%
REGOLITH ■
TRANSITION ZONE
- - - - BEDROCK
FILL MATERIAL
WATER LEVEL
DUNNAWAY ROAD
FILL MATERIAL -
ASH
— ASH PORE WATER LEVEL
ASH BASIN WATER LEVEL
BEDROCK WATER LEVEL
TRANSITION ZONE WATER LEVEL
^/ FRACTURED/OXIDIZED ZONE
OBSERVED IN ROCK CORE
CONCENTRATION CONTOUR
HASH MARKS POINT TO
DECREASING CONCENTRATIONS
CONCENTRATION CONTOUR
DASHED WHERE INFERRED
MW -15D:
MW-115BR:
CW -04:
MW-04BR:
REGOLITH
0
EMU=
MW -06D: —SAVO 700 4L -- ---- — ----- ------ ----
WASTEWATER / __---_--- — —————— — — — — -- <50--
_-------- ---5---- ------------- -___-
1973 ACTIVE
__- -- ASH BASIN CR 10------------- _--____________--___- -__-
_—__---_-_-50 ---- _________ __-__-=____----___ _
_
_ _-__----- BEDROCK==__ __
REGOLI -4060 _ _
111111111111111111111 k1law <______
OMMEM 40_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
__- - _ _ _ _ _ ___ ___ _ - - - - - - _ _ _ _ _ _ -
----___- — �� ----------- ------ ------ ____— ___—--- - - - - -_ —____
7-5 TRANSITION
-______--_--_--_---_ --_Z-O-N_E _ -__-_---------_-_-_-=-=--_B-ED-R-O_C-K--_-_--_-_-=-_-_-_-_-_--_-_--_--_-_-_-_-_-_-_-_-_-_-_--_-_-_-_-_--_-_-_-
=----�---- �L �'
-----------_-------------------- _____-_ _-____-_�___-�—_�-__-��— �__�_—_�_________________-
______________________________________________________________-_____
__-------- -- -- -- --- -- ----- ---- --- --- - --- TRANSITIONZONE--__--_-_---__--_-_-_-_-_---__--_-_-_-__----__--_-_-_-_-_---_
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
-
------------------ --- - -- -------------------------------------------------
---------------------------------------------------------------------------------------------------------------------
-------------------------------------------- ------------------------------------------------------------------
___________________________________________= 176 —_____-- ------_-- ___________________________--_______ ----
------------------------------------------------------BEDROCK= --------------------------------
---<50-------------------------------------------------------------------------------
-----
Station (feet)
SECTION B -B' - BORON
FACING EAST
AW -01 B: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER
0-2': SOIL TOTAL ANALYTICAL RESULTS IN mg/kg
NOTES:
SOUTH 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200
550 (NAD 83).
540 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE
SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH.
530 3. CONTOUR LINES ARE USED FOR REPRESENTATIVE
PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN
520 OR CONSTRUCTION PURPOSES.
510 4. 24 HOUR WATER LEVEL COLLECTED ON JUNE 15, 2015.
500 5. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 2-1.
6. 2L / IMAC VALUE FOR BORON EQUALS 700 pg / I.
490
480
470
460
450
440
430 2 a
rra
420 LU
S synT(e
148 River Street, Suite 220
410 Greenville, South Carolina 29601
864-421-9999
400 www.synterracorp.com
390 DRAWN BY: J. COLEMAN DATE: 6/15/2015
CHECKED BY: P. WALDREP DATE: 6/15/2015
380 PROJECT MANAGER: KATHY WEBB
370 LAYOUT NAME: FIGURE 11 -25 -BORON
360 DUKE
350
340 ENERGY
330 PROGRESS
320 ROXBORO STEAM ELECTRIC PLANT
1700 DUNNAWAY RD
SEMORA, NORTH CAROLINA
FIGURE 11-25
GEOLOGIC CROSS SECTION
A -A' AND B -B'
WITH BORON
5.08 CONCENTRATION
NA NOT ANALYZED
ND NO DATA
GRAPHIC SCALE
NS NOT SAMPLED
300 0 300 600
IN FEET
BORING SYMBOLS
HORIZONTAL: 1"=300'
30 0 30 60
SOIL
SAMPLE
IN FEET
WELL SCREEN WITH
VERTICAL: 1"=30'
CONCENTRATION
(micrograms per liter)
(standard units for pH)
MW -15D:
MW-115BR:
CW -04:
MW-04BR:
REGOLITH
0
EMU=
MW -06D: —SAVO 700 4L -- ---- — ----- ------ ----
WASTEWATER / __---_--- — —————— — — — — -- <50--
_-------- ---5---- ------------- -___-
1973 ACTIVE
__- -- ASH BASIN CR 10------------- _--____________--___- -__-
_—__---_-_-50 ---- _________ __-__-=____----___ _
_
_ _-__----- BEDROCK==__ __
REGOLI -4060 _ _
111111111111111111111 k1law <______
OMMEM 40_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
__- - _ _ _ _ _ ___ ___ _ - - - - - - _ _ _ _ _ _ -
----___- — �� ----------- ------ ------ ____— ___—--- - - - - -_ —____
7-5 TRANSITION
-______--_--_--_---_ --_Z-O-N_E _ -__-_---------_-_-_-=-=--_B-ED-R-O_C-K--_-_--_-_-=-_-_-_-_-_--_-_--_--_-_-_-_-_-_-_-_-_-_-_--_-_-_-_-_--_-_-_-
=----�---- �L �'
-----------_-------------------- _____-_ _-____-_�___-�—_�-__-��— �__�_—_�_________________-
______________________________________________________________-_____
__-------- -- -- -- --- -- ----- ---- --- --- - --- TRANSITIONZONE--__--_-_---__--_-_-_-_-_---__--_-_-_-__----__--_-_-_-_-_---_
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
-
------------------ --- - -- -------------------------------------------------
---------------------------------------------------------------------------------------------------------------------
-------------------------------------------- ------------------------------------------------------------------
___________________________________________= 176 —_____-- ------_-- ___________________________--_______ ----
------------------------------------------------------BEDROCK= --------------------------------
---<50-------------------------------------------------------------------------------
-----
Station (feet)
SECTION B -B' - BORON
FACING EAST
AW -01 B: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER
0-2': SOIL TOTAL ANALYTICAL RESULTS IN mg/kg
NOTES:
SOUTH 1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200
550 (NAD 83).
540 2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE
SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH.
530 3. CONTOUR LINES ARE USED FOR REPRESENTATIVE
PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN
520 OR CONSTRUCTION PURPOSES.
510 4. 24 HOUR WATER LEVEL COLLECTED ON JUNE 15, 2015.
500 5. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 2-1.
6. 2L / IMAC VALUE FOR BORON EQUALS 700 pg / I.
490
480
470
460
450
440
430 2 a
rra
420 LU
S synT(e
148 River Street, Suite 220
410 Greenville, South Carolina 29601
864-421-9999
400 www.synterracorp.com
390 DRAWN BY: J. COLEMAN DATE: 6/15/2015
CHECKED BY: P. WALDREP DATE: 6/15/2015
380 PROJECT MANAGER: KATHY WEBB
370 LAYOUT NAME: FIGURE 11 -25 -BORON
360 DUKE
350
340 ENERGY
330 PROGRESS
320 ROXBORO STEAM ELECTRIC PLANT
1700 DUNNAWAY RD
SEMORA, NORTH CAROLINA
FIGURE 11-25
GEOLOGIC CROSS SECTION
A -A' AND B -B'
WITH BORON