NC0003433_FIGURE 8-2_20150902

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210
200
190
180
170
160
150
140
130
120
110
100
90
80
CMW-02: pH 5.31 / Sb <1 / As <1 / Ba 23 / Be <1 / B 78 / Cr(VI) <5 / Co 1.82 / Fe 796 / Mn 6760 / Ni 72 / Se <1 / SO4 480 / TI <0.2 / TDS 780 / V NA
CTMW-02: pH8/Sb<1/As8.89/Ba255/Be<1/B<50/Cr(VI)NA/Co<1/Fe172/Mn10/Ni<5/Se<1/SO46.6/TI<0.2/TDS170/VNA
IMMMMMMEI
ABMW-05
ABMW-05S: pH 6.02 / Sb <1 / As <1 / Ba 61 / Be <1 / B 187 / Cr(VI) <0.005 / Co 327 / Fe 99600 / Mn 32400 / Ni 147 / Se <1 / SO4 1400 / TI 0.306 / TDS 1600 / V <0.3
ABMW-05BR: pH 8.19 / Sb <1 / As 2.58 / Ba 310 / Be <1 / B 54 / Cr(VI) 0.012 / Co <1 / Fe 129 / Mn 63 / Ni <1 / Se <1 / SO4 15 / TI 0.359 / TDS 200 / V <0.3
3'-5': Sb<5.4/As43/Ba495/Be2.4/B<13.4/Cob.8/Fe10400/Mn47.9/Ni13.2/Se<5.4/SO4<261/TI<5.4/V29.7
23'-24':Sb<6.1/As41.9/Ba645/Be3.6/B15.7/Co8.2/Fe12700/Mn57.7/Ni17.1/Se11.6/SO4<318/TI<6.1/V37.5
29'-30':Sb<6.3/As<6.3/Ba30.3/Be0.43/B<15.8/Co5.8j/Fe14600/Mn316/Ni5.8/Se<6.3/S04243j/TI<6.3/V31.7
1956 ASH
BASIN
MW-15BR: pH 7.9 / Sb <1 / As 6.07 / Ba 398 / Be <1 / B <50 / Cr(VI) NA / Co <1 / Fe 31 / Mn 69 / Ni <1 / Se 1.98 / SO4 37 / TI <0.2 / TDS 260 / V 1.82
MW-15SL: pH 6.1 / Sb <1 / As 1.91 / Ba 69 / Be <1 / B <50 / Cr(VI) NA / Co 12.3 / Fe 38400 / Mn 3860 / Ni <1 / Se <1 / SO4 52 / TI <0.2 / TDS 190 / V 0.383
MW-15SU: pH 4.55 / Sb <1 / As 2.47 / Ba 29 / Be 10 / B <50 / Cr(VI) NA / Co 387 / Fe 2490 / Mn 33700 / Ni 150 / Se 1.45 / SO4 1600 / TI 0.218 / TDS NA / V 4.57
0'-2': Sb<2.9/As<5.8/Ba64.9/Be0.6/B18.2/Co6.4/Fe24100/Mn367/Nib.8/Se<5.8/SO4539/TI<5.8/V55.1
7'-9': Sb<2.8/As<5.7/Ba189/Be0.44/B13.2j/Co3.4j/Fe11400/Mn116/Nib.8/Se<5.7/SO4233j/TI<2.8/V22.3
18'-19':Sb<2.9/As<2.9/Ba41.3/Be0.27j/B15.5/Co5.2/Fe13500/Mn614/Ni4.4/Se<2.9/SO4<306/TI<2.9/V18.4
35'-36':Sb<5.7/As<5.7/Ba30.6/Be0.34/B7.6/Co16.8/Fe13100/Mn220/Ni17.3/Se<5.7/SO4<269/TI<5.7/V13.8
BGMW-04: pH5.74/Sb<1/As<1/Ba91/Be<1/B482/Cr(VI)NA/Co<1/Fe3810/Mn49/Ni<5/Se<1/SO426/TI<0.2/TDS150/VNA
BGTMW-04: pH8.1/Sb<1/As3.05/Ba129/Be<1/B<50/Cr(VI)NA/Co<1/Fe57/Mn59/Ni<5/Se<1/SO48.1/TI<0.2/TDS180/VNA
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Station
(feet)
SECTION C-Cl
210
200
190
180
170
160
150
140
130
120
110
100
90
80
O J
:� UC)
c G
(D °'
LU
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
MUDSTONE BEDROCK
SANDSTONE BEDROCK
WATER LEVEL (JUNE 30
AND JULY 1, 2015)
ABMW-03BR: WATER ANALYTICAL RESULTS
IN MICROGRAMS PER LITER
0-2': SOIL TOTAL ANALYTICAL RESULTS IN mg/kg
BORING SYMBOLS
SOIL DK
SAMPLE
WELL SCREEN WITH
HYDRAULIC CONDUCTIVITY
IN CENTIMETERS PER SECOND
SOURCES:
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. 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. CONTOUR LINES ARE USED FOR REPRESENTATIVE
PURPOSES ONLY AND ARE NOT TO BE USED FOR DESIGN OR
CONSTRUCTION PURPOSES.
2. CROSS SECTION LOCATIONS ARE SHOWN ON FIGURE 2-1.
3. ALL WATER LEVELS WERE TAKEN WITHIN 24 HOURS ON JUNE
30TH AND JULY 1ST, 2015.
WnT(erra
148 River Street, Suite 220
Greenville, South Carolina 29601
864-421-9999
www.synterracorp.com
DRAWN BY: K. ST.CYR
DATE: 8/27/2015
CHECKED BY: C. SUTTELL
DATE: 8/27/2015
PROJECT MANAGER: KATHY WEBB
LAYOUT NAME: FIGURE 8-2 ANALYTICAL RESULTS
DUKE
GRAPHIC SCALE
ENERGY
300 0 300 600
PROGRESS
IN FEET
CAPE FEAR STEAM ELECTRIC PLANT
HORIZONTAL: 1"=300'
500 CP & L ROAD
MONCURE, NORTH CAROLINA
30 0 30 60
FIGURE 8-2
IN FEET
VERTICAL: 1"=30'
GEOLOGIC CROSS SECTION
C-C,
ANALYTICAL RESULTS