DE ROXBORO-FIGURE 11-26

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580 DUNNAWAY ROAD 580
570 MW-10BR: 570
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560 560
GMW-08:
550 550
540 LINED CT R 540
530 LANDFILL = — — — 8/),/o 041 F04/Ty 530
_ IONF
520 GMw-11:520
- - - - - -- _ _-_-_-_ - 520
510 O� _-_ ---------- - - - - -- 510
500 GYPSUM PAD ------ - -- - --------- - - - - -- 500
TRANSITION ZONE _ - -_ _- - - - _ - <50
O — — — — — — — — — — — — —
W� 490 _----- ------------------------ 490
480— — —
— — ii ------ ---- ---- ---- — 480 00�700— — — — — — — — — — — — — — — — — — — — — —
_ ______ — — — — — — — — — — — — — — — — — — — — —
INTAKECANAL--------- — ��_ --- _-_-----_-_-_-_- _ -4050 -- - 470
S-14: _—_--_—_--------- _ __ _________________ ----------------
--------- ---------------- -------------------
460 ------- ----_-- �----------------------- BEDROCK ------------------ --------- _- - - - - -- 460
------ _ _� -- _ 708 ---------------------------------------- _---------- -- -----
450 - - - --- - - --------------------------- - - - - --------------- -- - ----- - - 450
440 - -_- - �--------------------------- - - - - - - - - - - - - - - - - - - - - -#OOO440
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430 1600 - - - � �► i 430
420 Gomm NORM gown 420
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Station
SECTION C -C'
FACING EAST
REGOLITH ■
TRANSITION ZONE
BEDROCK
FILL MATERIAL
WATER LEVEL
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
AW -01 B: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER
0-2': SOIL TOTAL ANALYTICAL RESULTS IN mg/kg
NOTES:
1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200
(NAD 83).
2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE
SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH.
3. CONTOUR LINES ARE USED FOR REPRESENTATIVE
PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN
OR CONSTRUCTION PURPOSES.
4. 24 HOUR WATER LEVEL COLLECTED ON JUNE 15, 2015.
5. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 2-1.
6. 2L / IMAC VALUE FOR BORON EQUALS 700 pg / I.
gynT(erra
148 River Street, Suite 220
Greenville, South Carolina 29601
864-421-9999
www.synterracorp.com
DRAWN BY: J. COLEMAN DATE: 6/15/2015
CHECKED BY: P. WALDREP DATE: 6/15/2015
PROJECT MANAGER: KATHY WEBB
LAYOUT NAME: FIGURE 11 -26 -BORON
DUKE
GRAPHIC SCALE ENERGY
300 0 300 600 PROGRESS
IN FEET ROXBORO STEAM ELECTRIC PLANT
HORIZONTAL: 1"=300' 1700 DUNNAWAY RD
SEMORA, NORTH CAROLINA
30 0 30 60 FIGURE 11-26
IN FEET GEOLOGIC CROSS SECTION
VERTICAL: 1"=30' C,
WITH BORON
5.08 CONCENTRATION
NA NOT ANALYZED
ND NO DATA
NS NOT SAMPLED
BORING SYMBOLS
SOIL
SAMPLE
WELL SCREEN WITH
0
�
O ^
CONCENTRATION
+-- U)
(micrograms per liter)
(standard units for pH)
O
W v
AW -01 B: WATER ANALYTICAL RESULTS IN MICROGRAMS PER LITER
0-2': SOIL TOTAL ANALYTICAL RESULTS IN mg/kg
NOTES:
1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200
(NAD 83).
2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE
SURVEY AND COMPARISON TO AERIAL PHOTOGRAPH.
3. CONTOUR LINES ARE USED FOR REPRESENTATIVE
PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN
OR CONSTRUCTION PURPOSES.
4. 24 HOUR WATER LEVEL COLLECTED ON JUNE 15, 2015.
5. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 2-1.
6. 2L / IMAC VALUE FOR BORON EQUALS 700 pg / I.
gynT(erra
148 River Street, Suite 220
Greenville, South Carolina 29601
864-421-9999
www.synterracorp.com
DRAWN BY: J. COLEMAN DATE: 6/15/2015
CHECKED BY: P. WALDREP DATE: 6/15/2015
PROJECT MANAGER: KATHY WEBB
LAYOUT NAME: FIGURE 11 -26 -BORON
DUKE
GRAPHIC SCALE ENERGY
300 0 300 600 PROGRESS
IN FEET ROXBORO STEAM ELECTRIC PLANT
HORIZONTAL: 1"=300' 1700 DUNNAWAY RD
SEMORA, NORTH CAROLINA
30 0 30 60 FIGURE 11-26
IN FEET GEOLOGIC CROSS SECTION
VERTICAL: 1"=30' C,
WITH BORON