HomeMy WebLinkAboutNC0003417_FIGURE 6-1a-LEE-INACTIVE-CSA-FIGURES CROSS SECTIONS_201508051a.0
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LEGEND
SAND
SAND (CLAYEY -SAND)
INTERBEDDED (SAND /CLAY)
COAL ASH
D CLAY
SILT RICH FACIES (CAPE FEAR)
J SLATE
I SLATE (WEATHERED)
FILL MATERIAL
WATER LEVEL (JUNE 15, 2015)
4.4 x 10 -4 I K Value
BORING SYMBOLS
SOIL SAMPLE
WITH VERTICAL
HYDRAULIC WELL SCREEN WITH
CONDUCTIVITY HYDRAULIC CONDUCTIVITY
OF UNDISTURBED IN CENTIMETERS PER SECOND
SAMPLE (SOURCE: SYNTERRA SLUG TEST)
(SOURCE: BLE)
SAMPLE DESCRIPTIONS
metals TOTAL METALS
TOC TOTAL ORGANIC CARBON
IP GRAIN SIZE, MOISTURE CONTEXT
HC HYDRAULIC CONDUCTIVITY, SPECIFIC
GRAVITY
SPLP SYNTHETIC PRECIPITATION LEACHING
PROCEDURE
I:r To] VaI Is] [61072199 us] 12101
HFO HYDROUS FERRIC OXIDES
min MINERALOGY BY X -RAY DIFFRACTION AND
WHOLE ROCK CHEMISTRY
SOURCES:
1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA
STATE PLANE COORDINATE SYSTEM FIPS 3200.
2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND
COMPARISON TO AERIAL PHOTOGRAPH.
3. 2ft CONTOUR INTERVALS FROM NCDOT LIDAR DATED 2007
https.//connect.ncdot.gov /resources /gis /pages /cont -elev v2.aspx
4. LEE HISTORICAL LITHOLOGY INFORMATION OF SOIL AND WELL LOG
TOPOGRAPHY IS FROM GEOSYNTEC CONSULTANTS IN CHARLOTTE,
NORTH CAROLINA.
5. 2015 LITHOLOGY INFORMATION OF SOIL AND WELL LOG
TOPOGRAPHY IS FROM SYNTERRA.
NOTE:
1. CROSS SECTION LOCATIONS SHOWN ON FIGURE 2 -1 a.
2. WATER LEVELS WERE COLLECTED BY SYNTERRA ON JUNE 15, 2015.
WnT(erra
148 River Street, Suite 220
Greenville, South Carolina 29601
864 - 421 -9999
www.synterracorp.com
DRAWN BY: C. NEWELL DATE: 6/11/2015
CHECKED BY: J. MAHAN DATE: 6/11/2015
PROJECT MANAGER: K. WEBB
LAYOUT NAME: FIGURE 6 -1A -CROSS SECTIONS
DUKE
GRAPHIC SCALE ENERGY
300 0 300 600 PROGRESS
IN FEET H.F. LEE ENERGY COMPLEX
HORIZONTAL: 1" =300' 1199 BLACK JACK CHURCH ROAD
GOLDSBORO, NORTH CAROLINA
30 0 30 60
IN FEET FIGURE 6-1a
VERTICAL: 1"=30' GEOLOGIC CROSS SECTIONS
NOTE: 10:1 VERTICAL EXAGGERATION INACTIVE ASH BASINS
C
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14' -15': metals, TOC, SPLP
2.5-3.5': metals, TOC, SPLP, min
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LEGEND
SAND
SAND (CLAYEY -SAND)
INTERBEDDED (SAND /CLAY)
COAL ASH
D CLAY
SILT RICH FACIES (CAPE FEAR)
J SLATE
I SLATE (WEATHERED)
FILL MATERIAL
WATER LEVEL (JUNE 15, 2015)
4.4 x 10 -4 I K Value
BORING SYMBOLS
SOIL SAMPLE
WITH VERTICAL
HYDRAULIC WELL SCREEN WITH
CONDUCTIVITY HYDRAULIC CONDUCTIVITY
OF UNDISTURBED IN CENTIMETERS PER SECOND
SAMPLE (SOURCE: SYNTERRA SLUG TEST)
(SOURCE: BLE)
SAMPLE DESCRIPTIONS
metals TOTAL METALS
TOC TOTAL ORGANIC CARBON
IP GRAIN SIZE, MOISTURE CONTEXT
HC HYDRAULIC CONDUCTIVITY, SPECIFIC
GRAVITY
SPLP SYNTHETIC PRECIPITATION LEACHING
PROCEDURE
I:r To] VaI Is] [61072199 us] 12101
HFO HYDROUS FERRIC OXIDES
min MINERALOGY BY X -RAY DIFFRACTION AND
WHOLE ROCK CHEMISTRY
SOURCES:
1. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA
STATE PLANE COORDINATE SYSTEM FIPS 3200.
2. SELECT TOPOGRAPHIC ADJUSTMENTS BASED ON SITE SURVEY AND
COMPARISON TO AERIAL PHOTOGRAPH.
3. 2ft CONTOUR INTERVALS FROM NCDOT LIDAR DATED 2007
https.//connect.ncdot.gov /resources /gis /pages /cont -elev v2.aspx
4. LEE HISTORICAL LITHOLOGY INFORMATION OF SOIL AND WELL LOG
TOPOGRAPHY IS FROM GEOSYNTEC CONSULTANTS IN CHARLOTTE,
NORTH CAROLINA.
5. 2015 LITHOLOGY INFORMATION OF SOIL AND WELL LOG
TOPOGRAPHY IS FROM SYNTERRA.
NOTE:
1. CROSS SECTION LOCATIONS SHOWN ON FIGURE 2 -1 a.
2. WATER LEVELS WERE COLLECTED BY SYNTERRA ON JUNE 15, 2015.
WnT(erra
148 River Street, Suite 220
Greenville, South Carolina 29601
864 - 421 -9999
www.synterracorp.com
DRAWN BY: C. NEWELL DATE: 6/11/2015
CHECKED BY: J. MAHAN DATE: 6/11/2015
PROJECT MANAGER: K. WEBB
LAYOUT NAME: FIGURE 6 -1A -CROSS SECTIONS
DUKE
GRAPHIC SCALE ENERGY
300 0 300 600 PROGRESS
IN FEET H.F. LEE ENERGY COMPLEX
HORIZONTAL: 1" =300' 1199 BLACK JACK CHURCH ROAD
GOLDSBORO, NORTH CAROLINA
30 0 30 60
IN FEET FIGURE 6-1a
VERTICAL: 1"=30' GEOLOGIC CROSS SECTIONS
NOTE: 10:1 VERTICAL EXAGGERATION INACTIVE ASH BASINS