NC0038377_FIGURE 6-6-MAYO_20150902

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MW-13BR (47.0-57.0) SAPROLITE GRADING INTO PWR
ABMW-02BR (102.0-105.0)
GRANITIC GNEISS WITH SHARP CONTACT INTO HORNBLENDE GNEISS
MW-07BR (57.0-67.0)
GREENSCHIST FACIES ROCK TO 65.7' BGS
SHARPE CONTACT WITH GRANITIC GNEISS
COAL ASH
500
TRANSITION ZONE
SURFICIAL WATER LEVEL
BEDROCK
REGOLITH
TRANSITION ZONE WATER LEVEL
SOIL/FILL
SAPROLITE
D
ALLUVIUM
BEDROCK WATER LEVEL
LU
z:
0 �
�� FRACTURED/OXIDIZED ZONE
rD/
0
OBSERVED IN ROCK CORE
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ami 0
w
4.4 x 10-4 K Value
Z
08BR
J
BORING SYMBOLS
U
H
Q
SOIL SAMPLE
2
WITH VERTICAL
400
AM
19'-22'-. IP, Kd, min MEMO30.5'-31':
390
OF UNDISTURBED IN CENTIMETERS PER SECOND
SAMPLE (SOURCE: SYNTERRA SLUG TEST)
380
(SOURCE: BLE)
370
360
metals,TOC10'
SAMPLE DESCRIPTIONS
metals TOTAL METALS
TOC TOTAL ORGANIC CARBON
IP GRAIN SIZE, MOISTURE CONTEXT
HC HYDRAULIC CONDUCTIVITY, SPECIFIC GRAVITY
F"m la Ws,
SPLP SYNTHETIC PRECIPITATION LEACHING
PROCEDURE
P I
HFO HYDROUS FERRIC OXIDES
ABMW-02BR (102.0-105.0)
GRANITIC GNEISS WITH SHARP CONTACT INTO HORNBLENDE GNEISS
MW-07BR (57.0-67.0)
GREENSCHIST FACIES ROCK TO 65.7' BGS
SHARPE CONTACT WITH GRANITIC GNEISS
ABMW-03S (53.0-58.0)
SATURATED SAPROLITE BELOW ASH
00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
O — N M 'T LO (D I— a0 O O — N co It LO co I1- 00 M O N co It Lf) (D I1- co M
4c- It 'IT `71It It I It It It Lf) (f) Lf) LO LO Lf) LO (f) Lf) LO (0 CO co CO CO co (0 CO co (D
\Station
(feet)
MW -08S/ 08D (26.5-36.5)
SAPROLITE INTO TRANSITION ZONE
MW-08BR (76.5-86.5)
HARD, FRESH META-ARGILLITE OR METAVOLCANIC BEDROCK
WITH PHYLLITE ON FOLIATION BREAKS
ABMW-02BR (117.0-120.0)
GRANITIC GNEISS TO 119.3' BGS,
SHARP CONTACT WITH DARK GRAY PHYLLITE
MW-09BR(34.0-36.0) LEGEND
SAPROLITIC SCHIST
COAL ASH
500
TRANSITION ZONE
SURFICIAL WATER LEVEL
BEDROCK
REGOLITH
TRANSITION ZONE WATER LEVEL
SOIL/FILL
SAPROLITE
D
ALLUVIUM
BEDROCK WATER LEVEL
LU
z:
0 �
�� FRACTURED/OXIDIZED ZONE
rD/
OBSERVED IN ROCK CORE
U)
ami 0
w
4.4 x 10-4 K Value
Z
08BR
J
BORING SYMBOLS
U
H
Q
SOIL SAMPLE
2
WITH VERTICAL
400
AM
19'-22'-. IP, Kd, min MEMO30.5'-31':
390
OF UNDISTURBED IN CENTIMETERS PER SECOND
SAMPLE (SOURCE: SYNTERRA SLUG TEST)
380
(SOURCE: BLE)
370
360
metals,TOC10'
SAMPLE DESCRIPTIONS
metals TOTAL METALS
TOC TOTAL ORGANIC CARBON
IP GRAIN SIZE, MOISTURE CONTEXT
HC HYDRAULIC CONDUCTIVITY, SPECIFIC GRAVITY
F"m la Ws,
SPLP SYNTHETIC PRECIPITATION LEACHING
PROCEDURE
P I
HFO HYDROUS FERRIC OXIDES
0
ABMW-03S (53.0-58.0)
SATURATED SAPROLITE BELOW ASH
00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
O — N M 'T LO (D I— a0 O O — N co It LO co I1- 00 M O N co It Lf) (D I1- co M
4c- It 'IT `71It It I It It It Lf) (f) Lf) LO LO Lf) LO (f) Lf) LO (0 CO co CO CO co (0 CO co (D
\Station
(feet)
MW -08S/ 08D (26.5-36.5)
SAPROLITE INTO TRANSITION ZONE
MW-08BR (76.5-86.5)
HARD, FRESH META-ARGILLITE OR METAVOLCANIC BEDROCK
WITH PHYLLITE ON FOLIATION BREAKS
ABMW-02BR (117.0-120.0)
GRANITIC GNEISS TO 119.3' BGS,
SHARP CONTACT WITH DARK GRAY PHYLLITE
MW-09BR(34.0-36.0) LEGEND
SAPROLITIC SCHIST
min MINERALOGY BY X-RAY DIFFRACTION AND
WHOLE ROCK CHEMISTRY
SOURCES:
1. THE TOPOGRAPHY SURVEY DATA WITHIN THE PROPERTY BOUNDARY DATED
MAY 19, 2015 WAS OBTAINED FROM WSP OF CARY, NORTH CAROLINA.
2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO
AERIAL PHOTOGRAPH.
3. 2015 LITHOLOGY INFORMATION OF SOIL AND WELL LOG TOPOGRAPHY IS FROM
SYNTERRA.
4. GEOLOGIC INFORMATION FOR BORINGS AND MONITORING WELLS INSTALLED PRIOR TO
2015 TAKEN FROM S&ME (2010) AND QUANTEX (2008).
NOTE.
1. CROSS SECTION LOCATIONS SHOWN ON FIGURE 2-1.
2. WATER LEVELS WERE COLLECTED BY SYNTERRA ON JUNE 17, 2015.
Icip
WnT(erra
148 River Street, Suite 220
Greenville, South Carolina 29601
864-421-9999
www.synterracorp.com
DRAWN BY: C. NEWELL DATE: 8/5/2015
CHECKED BY: J. WYLIE DATE: 8/5/2015
PROJECT MANAGER: K. WEBB
LAYOUT NAME: FIGURE 6-6
DUKE
GRAPHIC SCALE ENERGY
300 0 300 600 PROGRESS
IN FEET
HORIZONTAL: 1"=300' MAYO STEAM ELECTRIC PLANT
10660 BOSTON RD
30 0 30 60 ROXBORO, NORTH CAROLINA
IN FEET FIGURE 6-6
VERTICAL: 1"=30' GEOLOGIC CROSS SECTION C -C'
NOTE: 10:1 VERTICAL EXAGGERATION
WITH PHOTOGRAPHS
COAL ASH
500
TRANSITION ZONE
SURFICIAL WATER LEVEL
BEDROCK
REGOLITH
TRANSITION ZONE WATER LEVEL
SOIL/FILL
SAPROLITE
D
ALLUVIUM
min MINERALOGY BY X-RAY DIFFRACTION AND
WHOLE ROCK CHEMISTRY
SOURCES:
1. THE TOPOGRAPHY SURVEY DATA WITHIN THE PROPERTY BOUNDARY DATED
MAY 19, 2015 WAS OBTAINED FROM WSP OF CARY, NORTH CAROLINA.
2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO
AERIAL PHOTOGRAPH.
3. 2015 LITHOLOGY INFORMATION OF SOIL AND WELL LOG TOPOGRAPHY IS FROM
SYNTERRA.
4. GEOLOGIC INFORMATION FOR BORINGS AND MONITORING WELLS INSTALLED PRIOR TO
2015 TAKEN FROM S&ME (2010) AND QUANTEX (2008).
NOTE.
1. CROSS SECTION LOCATIONS SHOWN ON FIGURE 2-1.
2. WATER LEVELS WERE COLLECTED BY SYNTERRA ON JUNE 17, 2015.
Icip
WnT(erra
148 River Street, Suite 220
Greenville, South Carolina 29601
864-421-9999
www.synterracorp.com
DRAWN BY: C. NEWELL DATE: 8/5/2015
CHECKED BY: J. WYLIE DATE: 8/5/2015
PROJECT MANAGER: K. WEBB
LAYOUT NAME: FIGURE 6-6
DUKE
GRAPHIC SCALE ENERGY
300 0 300 600 PROGRESS
IN FEET
HORIZONTAL: 1"=300' MAYO STEAM ELECTRIC PLANT
10660 BOSTON RD
30 0 30 60 ROXBORO, NORTH CAROLINA
IN FEET FIGURE 6-6
VERTICAL: 1"=30' GEOLOGIC CROSS SECTION C -C'
NOTE: 10:1 VERTICAL EXAGGERATION
WITH PHOTOGRAPHS
WATER LEVEL (JUNE 17, 2015)
500
SURFICIAL WATER LEVEL
4
TRANSITION ZONE WATER LEVEL
480
W
BEDROCK WATER LEVEL
LU
z:
0 �
�� FRACTURED/OXIDIZED ZONE
c�
OBSERVED IN ROCK CORE
U)
ami 0
w
4.4 x 10-4 K Value
Z
J
BORING SYMBOLS
U
H
Q
SOIL SAMPLE
2
WITH VERTICAL
400
HYDRAULIC WELL SCREEN WITH
CONDUCTIVITY HYDRAULIC CONDUCTIVITY
390
OF UNDISTURBED IN CENTIMETERS PER SECOND
SAMPLE (SOURCE: SYNTERRA SLUG TEST)
380
(SOURCE: BLE)
370
360
SAMPLE DESCRIPTIONS
metals TOTAL METALS
TOC TOTAL ORGANIC CARBON
IP GRAIN SIZE, MOISTURE CONTEXT
HC HYDRAULIC CONDUCTIVITY, SPECIFIC GRAVITY
SPLP SYNTHETIC PRECIPITATION LEACHING
PROCEDURE
Kd SORPTION COEFFICIENTS
HFO HYDROUS FERRIC OXIDES
min MINERALOGY BY X-RAY DIFFRACTION AND
WHOLE ROCK CHEMISTRY
SOURCES:
1. THE TOPOGRAPHY SURVEY DATA WITHIN THE PROPERTY BOUNDARY DATED
MAY 19, 2015 WAS OBTAINED FROM WSP OF CARY, NORTH CAROLINA.
2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND COMPARISON TO
AERIAL PHOTOGRAPH.
3. 2015 LITHOLOGY INFORMATION OF SOIL AND WELL LOG TOPOGRAPHY IS FROM
SYNTERRA.
4. GEOLOGIC INFORMATION FOR BORINGS AND MONITORING WELLS INSTALLED PRIOR TO
2015 TAKEN FROM S&ME (2010) AND QUANTEX (2008).
NOTE.
1. CROSS SECTION LOCATIONS SHOWN ON FIGURE 2-1.
2. WATER LEVELS WERE COLLECTED BY SYNTERRA ON JUNE 17, 2015.
Icip
WnT(erra
148 River Street, Suite 220
Greenville, South Carolina 29601
864-421-9999
www.synterracorp.com
DRAWN BY: C. NEWELL DATE: 8/5/2015
CHECKED BY: J. WYLIE DATE: 8/5/2015
PROJECT MANAGER: K. WEBB
LAYOUT NAME: FIGURE 6-6
DUKE
GRAPHIC SCALE ENERGY
300 0 300 600 PROGRESS
IN FEET
HORIZONTAL: 1"=300' MAYO STEAM ELECTRIC PLANT
10660 BOSTON RD
30 0 30 60 ROXBORO, NORTH CAROLINA
IN FEET FIGURE 6-6
VERTICAL: 1"=30' GEOLOGIC CROSS SECTION C -C'
NOTE: 10:1 VERTICAL EXAGGERATION
WITH PHOTOGRAPHS