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ABMW-04
ABMW-04 (25'-29') CLAY
A-qH 1A/ATFR TARI F
ABMW-02 30 0 30
(0'-5') ASH TO SOIL
IN FEET
VERTICAL: 1"=30'
COAL ASH
MIX OF COAL ASH AND SOIL
FILL MATERIAL
CLAY WITH SILT AND FINE SAND SAND
WITH FINES
COARSE SAND WITH GRAVEL
SAPROLITE
WEATHERED ROCK
LL
MUDSTONE BEDROCK SANDSTONE
I
BEDROCK
WATER LEVEL (JUNE 30-JULY 1, 2015)
4.77 x 10 3 K Value
BORING SYMBOLS
SAMPLE
WELL SCREEN WITH
HYDRAULIC CONDUCTIVITY
IN CENTIMETERS PER SECOND
SAMPLE DESCRIPTIONS
metals TOTAL METALS
TOC TOTAL ORGANIC CARBON
IP GRAIN SIZE, MOISTURE CONTEXT
HC HYDRAULIC CONDUCTIVITY, SPECIFIC GRAVI
SPLP SYNTHETIC PRECIPITATION LEACHING
PROCEDURE
Kd SORPTION COEFFICIENTS
HFO HYDROUS FERRIC OXIDES
min MINERALOGY BY X-RAY DIFFRACTION AND
WHOLE ROCK CHEMISTRY
SOURCES:
1. 2013 HIGH RESOLUTION AERIAL PHOTOGRAPH OBTAINED
FROM CHATHAM COUNTY GIS WEBSITE AT
http://www.chathamgis.com/ AND LEE COUNTY GIS WEBSITE
AT http:///eecountync.govIDepartmentsIGISStrategicServices.aspx
2. 2014 AERIAL PHOTOGRAPH WAS OBTAINED FROM WSP
FLOWN ON APRIL 17, 2014.
3. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200
(NAD 83).
4. 1Oft CONTOUR INTERVALS FROM NCDOT LIDAR DATED 2007
https://connect.ncdot.gov/resources/gis/pages/cont-elev v2.aspx
NOTE:
1. CONTOUR LINES ARE USED FOR REPRESENTATIVE
PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN
OR CONSTRUCTION PURPOSES.
2. GROUNDWATER LEVELS COLLECTED WITHIN A 24 HOUR
PERIOD BETWEEN JUNE 30 AND JULY 1, 2015.
Vnierra
148 River Street, Suite 220
Greenville, South Carolina 29601
864-421-9999
www.synterracorp.com
DRAWN BY: K. ST.CYR I DATE: 7/30/2015
CHECKED BY: C. SUTTELL DATE: 7/30/2015
PROJECT MANAGER: KATHY WEBB
LAYOUT NAME: FIGURE 6-4
DUKE
ENERGY
goo PROGRESS
CAPE FEAR STEAM ELECTRIC PLANT
500 CP & L ROAD
MONCURE, NORTH CAROLINA
60 FIGURE 6-4
GEOLOGIC CROSS SECTION
B-B'
WITH PHOTOGRAPHS