NC0022406_BC Tables_20150909

Table 1-1. Comparison of Sampling Data to Federal and State Regulatory Standards
Sample
Regulatory Criteria
Administrative Code/
Media
Regulatory Standards
Ash
NC Industrial and Protection of Groundwater
NCDENR Division of Waste Management
PSRGs
Soil
NC Industrial and Protection of Groundwater**
NCDENR Division of Waste Management
PSRGs
Partially
Weathered
NC Industrial and Protection of Groundwater'
NCDENR Division of Waste Management
Rock/Bedrock
PSRGs
Groundwater
NC Groundwater Quality Standards and IMAC*
15A NCAC 02L .0202
Porewater
NC Groundwater Quality Standards IMAC*
15A NCAC 02L .0202
Seeps
NC Groundwater Quality Standards IMAC*
15A NCAC 02L .0202 & 15A NCAC 02B .0202
Surface Water
NC Surface Water and Wetland Standards
15A NCAC 026 .0202
Notes:
*Appendix #1 of 15A NCAC Subchapter 02L Classifications and Water Quality Standards Applicable to The
Groundwaters of North Carolina, lists Interim Maximum Allowable Concentrations (IMACs). The IMACs were issued
in 2010 and 2011, however NCDENR has not established a 2L standard for these constituents as described in 15A
NCAC 02L.0202(c). For this reason, IMACs noted in this report are for reference only.
** Preliminary health -based soil remediation goals (PSRGs) have been adapted from the January 2015 USEPA
Regional Screening Tables (RSL.)
Belews Creek Steam Station
Page 1 of 1

Table 2-1. Groundwater Monitoring Requirements
Well Nomenclature
Constituents and Parameters
Frequency
Monitoring Wells:
Antimony
Chromium
Nickel
Thallium
January, May,
MW-200S, MW-
200D, MW-201 D,
Arsenic
Copper
Nitrate
Water Level
September
MW-202S, MW-
MW-203S,
Barium
Iron
pH
Zinc
202D,
MW-203D, MW-
Boron
Lead
Selenium
204S, MW-204D
Cadmium
Manganese
Sulfate
Chloride
Mercury
TDS
Belews Creek Steam Station
Page 1 of 1

Table 2-2. Exceedances of 2L Standards & IMAC at Compliance Wells (January 2011 —
July 2015)
Parameter
Chromium
Iron
Manganese
pH
Thallium
Units
pg/L
pg/L
Ng/L
SU
ug/L
2L Standard &
10
300
50
6.5 — 8.5
0.2
I MAC
Well ID
Range of Exceedances
MW-200S
No
434 — 3,540
68 — 1,300
5.0 — 6.1
No
Exceedances
Exceedances
MW-200D
No
20 — 1,240
No
6.1 — 6.5
<0.2 to 0.356
Exceedances
Exceedances
MW-201 D
No
335 — 1,790
No
5.8 — 6.4
0.207
Exceedances
Exceedances
MW-202S
No
No
No
5.3 — 5.7
No
Exceedances
Exceedances
Exceedances
Exceedances
MW-202D
<1 - 15
17 — 7,280
<5 — 413
5.6 — 6.3
No
Exceedances
MW-203S
No
No
No
5.4 — 5.7
No
Exceedances
Exceedances
Exceedances
Exceedances
MW-203D
No
No
No
6.3 — 6.5
No
Exceedances
Exceedances
Exceedances
Exceedances
MW-204S
No
3,230 — 14,100
748 — 3,600
5.5 — 6.3
No
Exceedances
Exceedances
MW-204D
No
345 —1,350
175 — 1,130
5.5 — 6.1
No
Exceedances
Exceedances
Belews Creek Steam Station
Page 1 of 1

Table 2-3. Summary of Onsite Environmental Incidents
Incident #
Year
Location
Impacted Media
Brief Description
Status
Reported
of Incident
3884
Summer
Belews Lake —
Water & Soil
Light sheen of petroleum
Closed
1991
CCW discharge
product along the shoreline
resulted in investigations
which revealed the presence
of free product at the site.
918847
09/25/2009
Belews Lake —
Water
475 gallons of turbine oil
Closed
CCW discharge
leaked from a Main Turbine
Oil Tank cooler into CCW
system
NA
07/02/2012
Road to
Soil
Illegal dump of household
Closed
Chemical Pond
materials (paint and paint
at Ash Basin
waste) dumped on side of
road going to the Chemical
Pond.
1003847
02/24/2012
Belews Lake —
Water
Slight oil sheen from lower
Closed
CCW discharge
bearing on CCW pump
1010065
04/30/2012
Belews Lake —
Water
Slight oil sheen from
Closed
CCW discharge
hydraulic line on mobile
crane
N/A
01/10/2013
Gravel lot near
Soil
40-50 gallons of oil spilled to
Closed
construction
ground from air compressor
warehouse
that was being moved.
1035855
01/16/2013
Belews Lake —
Water
Slight oil sheen from roof
Closed
CCW discharge
drain (fuel oil spill on roof). 1-
2 gallons spilled
N/A
01/29/2013
Belews Lake —
Water
Sanitary waste water from
Closed
CCW discharge
clogged pipe overflowed into
lake drain
Non-
09/08/2013
South side of
Soil
Non -PCB oil spill from
Closed
reportable
plant near
conservator bladder on
transformers
transformer
1065083
11/6/2013
Belews Lake —
Water
Slight oil sheen from residue
Closed
CCW discharge
on transformers.
Approximately 1 quart of oil
spilled
NA
5/30/2014
South side of
Soil
9000 gallons of Non -PCB oil
Closed
plant near
spill from tanker truck due to
transformers
landing gear failure.
1084720
06/03/2014
Belews Lake —
Water
Slight oil sheen from oil trap
Closed
CCW discharge
tank at transformers. Less
than 2 gallons spilled.
1090174
07/24/2014
Belews Lake —
Water
Slight oil sheen on lake. Est.
Closed
CCW discharge
less than 1 quart of oil.
NA
04/13/2015
South side of
Soil
5 gallons of non -PCB oil
Closed
plant near
spilled to ground from
transformers
transformer
Belews Creek Steam Station
Page 1 of 1

Table 3-1. Range (1 01h percentile _ 901h percentile) in Bulk Composition of Fly Ash,
Bottom Ash, Rock, and Soil. (Source: EPRI 2009a)
Aluminum, mg/kg
Calcium, mg/kg
Iron, mg/kg
Silicon, mg/kg
Mognesium, mg/kg
Potassium, mg/kg
Sodium, mg/kg
Suhi, mg/kg
Titanium, rnq/kq
Antimony, mg/kg
Arsenic, rr1q/kq
Barium, mg/kg
Beryllium, mg/kg
Boron, mg/kg
Cadmium, mg/kg
Chromium, mg/kg
Copper, mg/kg
Lead, mg/kg
Manganese, mg/kg
Mercury, mg/kg
Molybdenum, mg/kg
Nickel, mg/kg
Selenium, mg/kg
Strontium, mg/kg
Thallium, mg/kg
Uranium, mg/kg
Vanadium, mg/kg
Zinc, mg/kg
70,000 -
140,000
7,400 -
150,000
34,000 -
130,000
160,000-
270,000
3,900 -
23,000
6,200 -
21,000
1,700 -
17,000
1,900 -
34,000
4,300
- 9,000
BIDIL
- 16
22-260
380-5100
2.2-26
120- IGW
BDL - 3.7
27-300
62-220
21' -230
91 -700
0.01 - 0.51
9.0-60
47-230
1.a- 18
270-310D
BDL - 45
BDL - 19
BDL - 360
63-680
59,000
- 130,000
5,700 -
150,000
40,000
- 160,000
160,000
- 280,000
3,400
- 17,000
4,600
- 18,000
1,600
- 11,000
13131 -
15,000
4,100
- 7,200
All
BOIL
2.6-21
380-3600
0,21-14
BDL- 335
All BDL
51 -1100
39-120
9,800 - 96,000
6,000 - 83,000
8,800 - 95,00,0
57,000 - 380,000
700 - 56.000
4,000- 45,000
900-34,000
200 - 42,004
200-5,400
0,08-1.8
0.50-14
67-1,400
0.1 D - 4.4
02-220
05-3.6
1 N - 310
10-120
81
-53
3.8-44
85-890
175-1400
BDL -
0.07
0.1 -2.0
3.8-27
10-16
39-440
2.0-220
BIDIL
- 4.2
0.60-4.9
270 -2000
61 -890
All
BDL
0.1 -1-8
BDL
- 16
0.84-43
BDL -
250
19-330
16-370
25-140
15 tow -
100,000
1,50D -
62,000
7,000 -
50,000
230,0DO
- 390,000
I'GDO -
I 5'ODO
4,500 -
25,000
l,OW -
20,000
840-1,500
1,000
- 5.GW
BDL - 13
2.0- 12
200-1,000
BDL - 2.0
BDL - 70
BDL - 05
15-100
5.0-50
BDL - 30
100 -1, 00O
0.02 - 0.19
All BDL
5-30
BDL - 0.75
20-500
020-0.70
1.2-3.9
20-150
22-99
BDL - Below Detection Limit
* Source for most fly ash and bottom ash data is EPRI CP-INFO Dalabasal. Beryllium, thallium, mercury (bot-
tom ash only) and boron (bottom ash only) are from the EPRI PISCES DalabaS96
Source for rock data is US Geological Survey National Geochernicall clat-obase .7
Source for most soils data is ShocklQtte and Boerngen (1984)8; cadmium and thallium data are from
Smith et al (2005).1
Belews Creek Steam Station
Page 1 of 1

Table 4-1. Public and Private Water Supply Wells Within 0.5-Mile Radius of Beiews Creek Steam Station Ash Basin Compliance Boundary
Well ID
Approximate
Well Casing
Public Water
Property Address
Reported Well
Distance from Ash
Direction from
Well Depth
Well Yield
(shown on
System Name
(well location)
Parcel ID Number
Use
Basin Compliance
Ash Basin
(ft-bgs)
Depth
(gpm)
Figure 1)
Boundary (ft)
(ft-bgs)
PWS:
Withers Chapel
2793 Pine Hall Rd, Belews
Transient,
NCO285432
UMC
Creek, NC 27009
6982-00-79-8715
Non -Community
1350
NE
N/A
N/A
40
Assumed Private Water Supply Well
2690 Pine Hall Rd, Belews
37
N/A
Creek, NC 27009
6983-00-80-3799
Private, Unknown
2480
NE
N/A
N/A
N/A
Shared drive with 2690 Pine
39
N/A
Hall Road, Belews Creek, NC
6983-00-72-6607
Private, Unknown
1880
NE
N/A
N/A
N/A
2766 Pine Hall Road, Belews
33
N/A
Creek, NC 27009
6983-00-70-8158
Private, Unknown
1600
NE
N/A
N/A
N/A
2531 Middleton Loop, Walnut
36
N/A
Cove, NC 27052
6983-00-62-7082
Private, Unknown
320
N-NE
N/A
N/A
N/A
2465 Middleton Loop, Walnut
38
N/A
Cove, NC 27052
6983-00-50-8497
Private, Unknown
1080
N-NE
N/A
N/A
N/A
Shared drive with 2465
35
N/A
Middleton Loop, Walnut Cove,
6983-00-51-8097
Private, Unknown
1680
N-NE
N/A
N/A
N/A
1051 Old Plantation Rd,
3
N/A
Walnut Cove, NC 27052
6972-00-83-5098
Private, Unknown
1880
SW
N/A
N/A
N/A
1045 Old Plantation Road,
6
N/A
Walnut Cove, NC 27052
6972-00-72-6478
Private, Unknown
2000
SW
N/A
N/A
N/A
1050 Georgia Road, Walnut
4
N/A
Cove, NC 27052
6982-00-01-4573
Private, Unknown
1560
SW
N/A
N/A
N/A
3921 Pine Hall Road, Walnut
2
N/A
Cove, NC 27052
6982-00-02-0498
Private, Unknown
1360
SW
N/A
N/A
N/A
3881 Pine Hall Road, Walnut
7
N/A
Cove, NC 27052
6982-00-02-3366
Private, Unknown
1240
SW
N/A
N/A
N/A
Field Identified
Private Water Supply Well
2832 Pine Hall Road, Belews
41
N/A
Creek, NC 27009
6982-00-79-2781
Assumed Domestic
920
NE
N/A
N/A
N/A
2531 Middleton Loop, Walnut
43
N/A
Cove, NC 27052
6983-00-62-7082
Assumed Domestic
160
NE
N/A
N/A
N/A
2531 Middleton Loop, Walnut
44
N/A
Cove, NC 27052
6983-00-62-7082
Assumed Domestic
240
NE
N/A
N/A
N/A
2481 Middleton Loop, Walnut
42
N/A
Cove, NC 27052
6982-00-69-1695
Assumed Domestic
310
N-NE
N/A
N/A
N/A
2461 Middleton Loop, Walnut
45
N/A
Cove, NC 27052
6983-00-60-1271
Assumed Domestic
920
N-NE
N/A
N/A
N/A
1180 Old Plantation Road,
11
N/A
Walnut Cove, NC 27052
6972-00-94-4178
Assumed Domestic
1600
W-SW
N/A
N/A
N/A
1190 Old Plantation Road,
12
N/A
Walnut Cove, NC 27052
6972-00-84-8281
Assumed Domestic
2080
W-SW
N/A
N/A
N/A
1235 Old Plantation Road,
13
N/A
Walnut Cove, NC 27052
6972-00-84-3161
Assumed Domestic
2600
W-SW
N/A
N/A
N/A
1270 Old Plantation Road,
10
N/A
Walnut Cove, NC 27052
6972-00-84-3844
Assumed Domestic
2600
W-SW
N/A
N/A
N/A
Belews Creek Steam Station
Page 1 of 3

Table 4-1. Public and Private Water Supply Wells Within 0.5-Mile Radius of Beiews Creek Steam Station Ash Basin Compliance Boundary
Well ID
Approximate
Well Casing
Public Water
Property Address
Reported Well
Distance from Ash
Direction from
Well Depth
Well Yield
(shown on
System Name
(well location)
Parcel ID Number
Use
Basin Compliance
Ash Basin
(ft-bgs)
Depth
(gpm)
Figure 1)
Boundary (ft)
(ft-bgs)
1115 Old Plantation Road,
23
N/A
Walnut Cove, NC 27052
6972-00-93-0491
Assumed Domestic
1920
SW
N/A
N/A
N/A
1085 Old Plantation Road,
22
N/A
Walnut Cove, NC 27052
6972-00-93-1098
Assumed Domestic
16800
SW
N/A
N/A
N/A
2588 Martin Luther King Jr.
17
N/A
Road, Walnut Cove, NC 27052
6972-00-81-9891
Assumed Domestic
2600
SW
N/A
N/A
N/A
4067 Pine Hall Road, Walnut
21
N/A
Cove, NC 27052
6972-00-91-4415
Assumed Domestic
2520
SW
N/A
N/A
N/A
4011 Pine Hall Road, Walnut
9
N/A
Cove, NC 27052
6972-00-92-5008
Assumed Domestic
1680
SW
N/A
N/A
N/A
3981 Pine Hall Road, Walnut
16
N/A
Cove, NC 27052
6972-00-92-6311
Assumed Domestic
1910
SW
N/A
N/A
N/A
3965 Pine Hall Road, Walnut
15
N/A
Cove, NC 27052
6972-00-92-7363
Assumed Domestic
1640
SW
N/A
N/A
N/A
3881 Pine Hall Road (SR
24
N/A
1904), Walnut Cove, NC 27052
6982-00-02-3366
Assumed Domestic
1080
SW
N/A
N/A
N/A
3857 Pine Hall Road, Walnut
18
N/A
Cove, NC 27052
6982-00-02-7581
Assumed Domestic
960
SW
N/A
N/A
N/A
3857 Pine Hall Road, Walnut
19
N/A
Cove, NC 27052
6982-00-02-7581
Assumed Domestic
970
SW
N/A
N/A
N/A
1051 Old Plantation Rd,
28
N/A
Walnut Cove, NC 27052
6972-00-83-5098
Domestic --drinking, irrigation
2170
SW
825
82
2
3946 Pine Hall Rd, Walnut
25
N/A
Cove, NC 27052
6972-00-93-5203
Domestic --drinking, water
1550
SW
305
115
15
3951 Pine Hall Rd, Walnut
29
N/A
Cove, NC 27052
6972-00-92-8374
Domestic
1520
SW
205
75
2
3906 Pine Hall Rd, Walnut
30
N/A
Cove, NC 27052
6982-00-03-5785
Domestic
630
SW
205
85
15
1140 Old Plantation Rd,
Domestic --drinking,
26
N/A
Walnut Cove, NC 27052
6972-00-93-3833
irrigation, livestock
1580
SW
500
N/A
N/A
1413 Middleton Loop Rd,
34
N/A
Walnut Cove, NC 27052
6982-00-06-5073
Domestic
160
W
500
40
50
2816 Pine Hall Rd, Belews
46
N/A
Creek, NC 27009
6982-00-79-4809
Domestic
1180
NE
N/A
N/A
N/A
1184 Old Plantation Rd,
27
N/A
Walnut Cove, NC 27052
6972-00-94-8482
Domestic
1210
SW
N/A
N/A
N/A
1245 Middleton Loop, Walnut
32
N/A
Cove, NC 27052
6982-00-14-2869
Domestic --drinking, irrigation
400
W
500
N/A
N/A
1020 Old Plantation Road,
20
N/A
Walnut Cove, NC 27052
6972-00-92-4437
Domestic --drinking
1760
SW
N/A
N/A
N/A
1413 Middleton Loop, Walnut
31
N/A
Cove, NC 27052
6982-00-06-5073
Domestic- livestock
1000
W
500
N/A
N/A
2241 Middleton Loop, Walnut
40
N/A
Cove, NC 27052
6983-00-40-2365
Domestic --drinking
1000
N
70
60
N/A
3906 Pine Hall Road, Walnut
14
N/A
Cove, NC 27052
6982-00-03-5785
Domestic --drinking
960
SW
250
N/A
N/A
Belews Creek Steam Station
Page 2 of 3

Table 4-1. Public and Private Water Supply Wells Within 0.5-Mile Radius of Beiews Creek Steam Station Ash Basin Compliance Boundary
Well ID
Approximate
Well Casing
Public Water
Property Address
Reported Well
Distance from Ash
Direction from
Well Depth
Well Yield
(shown on
System Name
(well location)
Parcel ID Number
Use
Basin Compliance
Ash Basin
(ft-bgs)
Depth
(gpm)
Figure 1)
Boundary (ft)
(ft-bgs)
3939 Pine Hall Road, Walnut
8
N/A
Cove, NC 27052
6972-00-92-9441
Domestic --drinking
1520
SW
N/A
N/A
N/A
3942 Pine Hall Road, Walnut
5
N/A
Cove, NC 27052
6972-00-93-8159
Domestic --drinking, water
1280
SW
N/A
N/A
N/A
1220 Old Plantation Rd,
1
N/A
Walnut Cove, NC 27052
6972-00-94-2658
Domestic --drinking, irrigation
2400
W-SW
425
N/A
N/A
1230 Old Plantation Rd,
Domestic --drinking,
47
N/A
Walnut Cove, NC 27052
6972-00-94-1906
irrigation, livestock
2500
W-SW
200
N/A
N/A
3906 Pine Hall Road, Walnut
49
N/A
Cove, NC 27052
6982-00-03-5785
Not in use
960
SW
N/A
N/A
N/A
3906 Pine Hall Road, Walnut
48
N/A
Cove, NC 27052
6982-00-03-5785
Domestic --drinking
960
SW
250
N/A
N/A
4056 Pine Hall Rd, Belews
50
N/A
Creek, NC 27009
6972-00-91-7610
Domestic --drinking
2630
SW
N/A
N/A
N/A
Belews Creek Steam Station
Page 3 of 3

Table 4-2. Property Owner Addresses Contiguous to the Ash Basin Waste Boundary
Map ID #
Parcel ID #
Property Address
Street
City
State
ZIP Code
1
6983-00-13-6741
1865 PIPE PLANT RD
Walnut Cove
NC
6983-00-13-6741
2
6983-00-62-7082
2481 MIDDLETON LOOP
Walnut Cove
NC
6983-00-62-7082
3
6983-00-42-4076
2465 MIDDLETON LOOP
Walnut Cove
NC
6983-00-42-4076
4
6983-00-21-7894
2083 MIDDLETON LOOP
Walnut Cove
NC
6983-00-21-7894
5
6972-00-88-8667
OFF MIDDLETON LOOP RD
Walnut Cove
NC
6972-00-88-8667
6
6983-00-40-2365
2241 MIDDLETON LOOP
Walnut Cove
NC
6983-00-40-2365
7
6983-00-50-5110
2481 MIDDLETON LOOP
Walnut Cove
NC
6983-00-50-5110
8
6983-00-50-3111
SR 1909
Walnut Cove
NC
6983-00-50-3111
9
6983-00-50-1123
SR 1909
Walnut Cove
NC
6983-00-50-1123
10
6983-00-50-7008
SR 1909
Walnut Cove
NC
6983-00-50-7008
11
6982-00-79-2781
2832 PINE HALL RD
Walnut Cove
NC
6982-00-79-2781
12
6982-00-69-1695
2451 MIDDLETON LOOP
Walnut Cove
NC
6982-00-69-1695
13
6982-00-69-1800
SR 1909
Walnut Cove
NC
6982-00-69-1800
14
6982-00-59-8878
SR 1909
Walnut Cove
NC
6982-00-59-8878
15
6983-00-62-7082
2481 MIDDLETON LOOP
Walnut Cove
NC
6983-00-62-7082
16
6983-00-62-7082
2481 MIDDLETON LOOP
Walnut Cove
NC
6983-00-62-7082
17
6982-00-18-5694
SR 1909
Walnut Cove
NC
6982-00-18-5694
18
6982-00-06-5073
1397 MIDDLETON LOOP
Walnut Cove
NC
6982-00-06-5073
19
6982-00-14-2869
1245 MIDDLETON LOOP
Walnut Cove
NC
6982-00-14-2869
20
6982-00-14-1466
577 MIDDLETOWN RD
Walnut Cove
NC
6982-00-14-1466
21
6982-00-03-5785
3906 PINE HALL RD
Walnut Cove
NC
6982-00-03-5785
22
6982-00-03-5785
3906 PINE HALL RD
Walnut Cove
NC
6982-00-03-5785
23
6982-00-02-7581
3857 PINE HALL RD
Walnut Cove
NC
6982-00-02-7581
24
6982-00-02-3366
3881 PINE HALL RD
Walnut Cove
NC
6982-00-02-3366
25
6983-00-42-4076
SR 1909
Walnut Cove
NC
6983-00-42-4076
Belews Creek Steam Station
Page 1 of 1

Table 6-1. Soil Mineralogy Results
Boring ID
Lab Performing Analysis
Unique Lab Identifier
Sample Depth (ft bgs)
Soil Mineralogical Composition (wt %)
Quartz
Feldspar
Plagioclase
K-Feldspar
Vermiculite/Illite
Kaolinite
Biotite
Smectite
Chlorite
Illite
Mica/Illite
Muscovite/Illite
Phlogopite
GWA-7S
American Assay
BC-01
42.5-43.5
22.1
3.9
-
-
17.2
13.8
-
43.9
-
GWA-5Sa
American Assay
BC-02
28.0-35.0
60.3
26.1
-
-
-
8.1
-
-
1
4.5
-
BG-2S
American Assay
BC-03
55.0-60.0
66.5
17.7
-
-
-
5
-
-
6.3
4.6
-
-
-
BG-2D
Technology of Materials
BC-08
55
65
-
5
-
5
15
-
3
5
-
2
-
-
GWA-7D
Technology of Materials
BC-09
44
65
-
1
-
2
10
-
10
10
-
2
-
-
GWA-1 OD
Technology of Materials
BC-10
44-49
80
-
3
-
2
5
-
1
1
-
10
-
-
GWA-11 D
Technology of Materials
BC-11
42
70
-
3
-
5
5
-
<1
1
-
15
-
-
AB-9D
Technology of Materials
BC-12
45
78
-
2
-
5
12
-
<1
<1
-
3
-
BG-3S
Technology of Materials
BC-13
40-42
77
-
2
-
1
15
-
<1
<1
-
5
-
-
AB-2S
Technology of Materials
BC-14
80-81.5
80
-
1
-
4
10
-
1
<1
-
5
-
-
GWA-3D
Technology of Materials
BC-15
44
78
-
10
-
2
5
-
1
<1
-
5
-
-
GWA-12D
Technology of Materials
BC-16
25-27
78
-
1
-
2
10
-
1
<1
-
8
-
-
AB-9D
Technology of Materials
BC-17
60-61
75
-
5
-
2
15
-
1
<1
-
3
-
-
AB-2SA
Technology of Materials
BC-18
64
79
-
3
-
2
10
-
1
<1
-
5
-
-
GWA-5D
Technology of Materials
BC-19
33
84
-
3
-
2
5
-
1
<1
-
5
-
-
AB-3D
Technology of Materials
BC-20
45-50
74
-
2
-
3
10
-
1
<1
-
10
-
-
AB-3S
Technology of Materials
BC-21
28
74
-
1
-
3
10
-
2
<1
-
10
-
-
AB-8D
Technology of Materials
BC-22
59-60.5
85
-
3
-
1
3
-
1
<1
-
7
-
-
GWA-9GTA
PMET
BC-24
56-57.5
32.4
-
4.5
-
-
11.5
-
-
-
-
-
29.4
3.5
AB-6GTB
PMET
BC-25
28
55.5
-
-
0.9
-
15.6
-
-
-
-
-
5.3
-
AB-4D
PMET
BC-26
75-75.5
48.4
-
18.7
6.2
-
-
-
-
-
-
-
4.8
-
AB-5D
PMET
BC-27
57-59
37.1
-
1.8
10.8
-
16.3
-
-
-
-
-
10.2
-
GWA-16D
PMET
BC-28
45-46.5
36.8
-
3.1
-
-
17.2
-
-
-
-
-
15.2
-
Notes:
1. PMET notes that samples contain amorphous smectite clays, amorphous mica, and/or amorphous iron oxide/hydroxide, but does not distinguish between them
2. Potassium Feldspar ('K-Feldspar') is a subclass of Alkali Feldspar.
3. Chemical composition of constituent minerals is as follows: Quartz - SiO2, Potassium Feldspar - (K,Na)[AlSi3O,], Plagioclase - Na[AlSi3O8]-Ca[Al2Si2O,], Vermiculite -(Mg,Ca)0.7(Mg,Fe+3,AI)6[(AI,Si)8020](OH)4.8H20, Illite - K1-1.5AI4[Si7-6.5AI1.1.5O20](OH)4, Kaolinite - AI41S
Smectite -('/2Ca,Na)0.7(AI,Mg,Fe)4[(Si,AI)8O20](OH)4•nH2O, Chlorite -(Mg,AI,Fe)12[(Si,AI)$020](OH)16, Muscovite - K2AI4[Si6Al2020](OH,F)4, Phlogopite - K2(Mg,Fe+2)6[Si6A12020](OH,F)4, Lizardite - M93(Si2O5)(OH)4, Epidote - Ca2Fe+3Al20.OH•Si2O7•SiO4, Ilmenite - FeTiC
4. ft bgs = feet below ground surface
Belews Creek Steam Station
Page 1 of 2

Table 6-1. Soil Mineralogy Results
Boring ID
Lab Performing Analysis
Unique Lab Identifier
Sample Depth (ft bgs)
Lizardite
Epidote
Vermiculite
Ilmenite
Goethite
Amorphous
GWA-7S
American Assay
BC-01
42.5-43.5
-
-
-
-
-
-
GWA-5Sa
American Assay
BC-02
28.0-35.0
-
-
-
-
-
-
BG-2S
American Assay
BC-03
55.0-60.0
-
-
-
-
-
-
BG-2D
Technology of Materials
BC-08
55
-
-
-
-
-
-
GWA-7D
Technology of Materials
BC-09
44
-
-
-
-
-
-
GWA-1 OD
Technology of Materials
BC-10
44-49
-
-
-
-
-
-
GWA-11 D
Technology of Materials
BC-11
42
-
-
-
-
-
-
AB-9D
Technology of Materials
BC-12
45
-
-
-
-
-
-
BG-3S
Technology of Materials
BC-13
40-42
-
-
-
-
-
-
AB-2S
Technology of Materials
BC-14
80-81.5
-
-
-
-
-
-
GWA-3D
Technology of Materials
BC-15
44
-
-
-
-
-
-
GWA-12D
Technology of Materials
BC-16
25-27
-
-
-
-
-
-
AB-9D
Technology of Materials
BC-17
60-61
-
-
-
-
-
-
AB-2SA
Technology of Materials
BC-18
64
-
-
-
-
-
-
GWA-5D
Technology of Materials
BC-19
33
-
-
-
-
-
-
AB-3D
Technology of Materials
BC-20
45-50
-
-
-
-
-
-
AB-3S
Technology of Materials
BC-21
28
-
-
-
-
-
-
AB-8D
Technology of Materials
BC-22
59-60.5
-
-
-
-
-
-
GWA-9GTA
PMET
BC-24
56-57.5
-
3.3
-
0.5
-
14.9
AB-6GTB
PMET
BC-25
28
-
0.7
-
-
1.6
20.4
AB-41D
PMET
BC-26
75-75.5
0.7
7.3
-
-
-
13.9
AB-51D
PMET
BC-27
57-59
-
4.7
-
-
-
19.1
GWA-16D
PMET
BC-28
45-46.5
-
1.9
0.6
0.3
-
24.9
Notes:
1. PMET notes that samples contain amorphous smectite clays, amorphous mica, and/or amorpho
2. Potassium Feldspar ('K-Feldspar') is a subclass of Alkali Feldspar.
3. Chemical composition of constituent minerals is as follows: Quartz — SiO2, Potassium Feldspar i4O10](01-16 Biotite — 1<2(Mg,Fe+2)6_,(Fe+3 AI,Ti)0_2[Sis_SAI2_1020](OH,F)4,
Smectite —('/2Ca,Na)0.7(AI,Mg,Fe)4[(Si,AI)8O20](OH)4•nH2O, Chlorite — (Mg,AI,Fe)121(Si,AI)$0201(O3, Goethite — a-FeO.OH
4. ft bgs = feet below ground surface
Belews Creek Steam Station
Page 2 of 2

Table 6-2. Soil Chemistry Results, Oxides
Boring ID
Lab Performing Analysis
Unique Lab Identifier
Sample Depth (ft bgs)
Oxide Composition, Loss on Ignition, Carbon, and Sulfur (wt. %)
AI203
BaO
CaO
Cr203
Fe203
K20
MgO
MnO
Na20
P201
S102
SrO
T102
V201
LOI
C
S
GWA-7S
American Assay
BC-01
42.5'-43.5'
20.64
0.09
0.28
0.01
9.4
0.33
1.48
0.1
0.06
0.13
64.21
<0.01
1.67
0.02
7.55
0.09
0.005
GWA-5Sa
American Assay
BC-02
28.0'-35.0'
19.75
0.05
0.85
<0.01
3.06
2.03
0.68
0.07
0.9
0.02
64.62
0.02
0.34
<0.01
5.4
0.052
<0.005
BG-2S
American Assay
BC-03
55.0'-60.0'
19.9
0.1
0.26
<0.01
3.75
2.52
0.8
0.08
0.44
0.01
65.45
0.01
0.36
<0.01
6.62
0.075
<0.005
BG-2D
Technology of Materials
BC-08
55'
21.8
0.13
0.36
-
9.53
3.83
2.28
0.64
0.13
51.1
0.93
-
6.5
<0.02
<0.05
GWA-7D
Technology of Materials
BC-09
44'
18.3
0.09
0.62
12
2.41
4.18
0.19
0.22
47.2
1.57
6.3
<0.02
<0.05
GWA-10D
Technology of Materials
BC-10
44'-49'
22.8
0.08
0.76
9.26
4.4
2.51
1.2
0.16
59
1.04
2.5
<0.02
0.07
GWA-11 D
Technology of Materials
BC-11
42'
24.8
0.08
0.06
8.67
4.37
1.54
0.49
0.19
56.3
0.98
5
<0.02
<0.05
AB-9D
Technology of Materials
BC-12
45'
25.6
0.06
0.06
7.29
2.16
0.9
0.09
<0.05
50.6
1.04
7.4
<0.02
<0.05
BG-3S
Technology of Materials
BC-13
40-42'
23
0.06
0.03
6.29
2.63
0.91
0.2
0.11
59
0.62
6.6
<0.02
<0.05
AB-2S
Technology of Materials
BC-14
80-81.5'
24.1
0.06
0.01
6.67
3.67
1.12
0.15
0.18
53.6
1.19
6.4
<0.02
<0.05
GWA-3D
Technology of Materials
BC-15
44'
18.9
0.1
<0.01
2.81
4.16
0.87
2.39
<0.05
70.4
0.33
2.2
<0.02
<0.05
GWA-12D
Technology of Materials
BC-16
25-27'
22.3
0.1
<0.01
2.81
4.16
1.25
0.11
<0.05
64.7
0.33
4.8
<0.02
<0.05
AB-9D
Technology of Materials
BC-17
60'-61'
24.2
0.08
0.13
6.33
2.75
1
0.22
0.06
56.3
0.82
6.5
<0.02
<0.05
AB-2SA
Technology of Materials
BC-18
64'
25.5
0.08
0.04
6.11
2.9
0.92
0.19
0.06
53.7
0.71
6.4
<0.02
<0.05
GWA-5D
Technology of Materials
BC-19
33'
15.5
0.04
2.1
2.78
1.45
0.93
2.58
<0.05
74.9
0.25
2.2
<0.02
<0.05
AB-3D
Technology of Materials
BC-20
45-50'
24
0.06
0.06
6.86
3.07
0.94
0.28
0.08
54.8
0.81
6
<0.02
<0.05
AB-3S
Technology of Materials
BC-21
28'
26.4
0.06
0.01
8.03
2.99
0.98
0.3
0.09
49.1
0.97
6.8
<0.02
<0.05
AB-8D
Technology of Materials
BC-22
59'-60.5'
21.4
0.08
1.48
6.97
4.06
2.04
-
2.12
0.18
60.4
0.92
9.7
<0.02
<0.05
GWA-9GTA
American Assay
BC-24
56-57.5
18.71
0.08
0.55
0.02
6.45
1.52
1.64
0.09
0.68
0.16
65.36
0.01
0.91
0.02
4.04
0.02
<0.005
AB-6GTB
American Assay
BC-25
28
13.37
0.02
0.16
0.01
3.63
0.61
0.28
0.01
0.06
0.04
74.97
-
0.55
0.01
5.43
0.154
<0.005
AB-4D
American Assay
BC-26
75-75.5
12.18
0.04
3.16
0.02
3.16
1.5
0.65
0.03
1.22
0.05
70.16
0.03
0.38
0.01
1.79
0.085
<0.005
AB-5D
American Assay
BC-27
57-59
16.39
0.12
1.21
0.02
3.43
1.55
0.75
0.04
0.53
0.04
71.01
0.01
0.41
0.01
4.59
0.029
<0.005
GWA-16D
American Assay
BC-28
45-46.5
17.18
0.08
0.55
0.02
6
1.41
1.68
0.03
0.55
0.09
67.62
0.69
0.03
5.8
0.214
<0.005
Notes:
1. ft bgs = feet below ground surface
Belews Creek Steam Station
Page 1 of 1

Table 6-3. Soil Chemistry Results, Elemental
Boring ID
Unique Lab Identifier
Lab Performing Analysis
Sample Depth (ft bgs)
Elemental Composition (ppm)
As
Cd
Ce
Co
Cu
Cr
Ga
La
Mo
Ni
Pb
Sb
Se
Sn
Sr
U
V
W
Zn
Zr
GWA-7S
American Assay
BC-01
42.5'-43.5'
<1
<0.2
128
32
25
23
59
<1
35
80
<1
<1
<1
2
57
27
GWA-5Sa
American Assay
BC-02
28.0'-35.0'
21
<0.2
4
6
11
12
2
<1
14
20
1
<1
<1
1
55
7
BG-2S
American Assay
BC-03
55.0'-60.0'
31
<0.2
1
8
8
14
<1
<1
41
17
2
<1
2
-
-
-
1
58
38
13G-21D
Technology of Materials
BC-08
55'
<20
31
78
112
<10
47
16
-
-
128
107
<20
175
13
171
-
GWA-7D
Technology of Materials
BC-09
44'
<20
52
<10
265
<10
123
<10
148
106
<20
194
<10
223
GWA-10D
Technology of Materials
BC-10
44'-49'
35
32
41
207
15
55
30
131
172
<20
144
15
143
GWA-11 D
Technology of Materials
BC-11
42'
35
37
42
142
<10
52
39
104
96
<20
127
11
162
AB-91D
Technology of Materials
BC-12
45'
<20
29
20
70
<10
23
19
76
59
<20
117
<10
69
BG-3S
Technology of Materials
BC-13
40-42'
<20
35
26
93
<10
18
19
62
46
<20
85
13
92
AB-2S
Technology of Materials
BC-14
80-81.5'
<20
38
17
53
<10
40
37
79
66
<20
93
14
156
GWA-31D
Technology of Materials
BC-15
44'
<20
<10
<10
97
<10
<10
13
<50
170
<20
22
<10
41
GWA-12D
Technology of Materials
BC-16
25-27'
<20
10
23
52
<10
<10
23
<50
88
<20
22
<10
93
AB-9D
Technology of Materials
BC-17
60'-61'
<20
23
13
55
<10
17
27
69
78
<20
96
11
76
A13-2SA
Technology of Materials
BC-18
64'
<20
24
21
66
<10
25
25
58
75
<20
86
10
71
GWA-51D
Technology of Materials
BC-19
33'
<20
<10
<10
112
<10
<10
<10
<50
196
<20
21
<10
52
AB-3D
Technology of Materials
BC-20
45'-50'
<20
31
30
87
<10
34
28
78
65
<20
97
<10
93
AB-3S
Technology of Materials
BC-21
28'
28
36
36
91
<10
44
28
114
79
<20
126
11
93
AB-81D
Technology of Materials
BC-22
59'-60.5'
42
24
27
97
<10
38
18
100
220
<20
110
<10
101
-
GWA-9GTA
American Assay
BC-24
56-57.5
43
0.4
67
24
44
-
28
30
4
52
26
<1
<1
7
-
-
-
4
111
52
AB-6GTB
American Assay
BC-25
28
6
<0.2
25
6
21
16
10
2
16
16
1 <1
<1
<1
<1
26
18
AB-4D
American Assay
BC-26
75-75.5
4
<0.2
39
6
16
14
21
9
8
19
<1
<1
1
<1
29
9
AB-5D
American Assay
BC-27
57-59
6
<0.2
110
8
14
18
68
5
16
20
<1
<1
3
<1
36
20
GWA-16D
American Assay
BC-28
45-46.5
5
0.3
34
16
123
21
21
6
50
19
<1
<1
4
2
103
23
1. ppm = parts per million
2. ft bgs = feet below ground surface
Belews Creek Steam Station
Page 1 of 1

Table 6-4. Transition Zone Mineralogy
Boring ID
Lab Performing Analysis
Unique Lab Identifier
Sample Depth (ft bgs)
Mineralogical Composition (wt %)
Quartz
Feldspars
Illite
Kaolinite
Biotite
Calcite
Dolomite
GWA-2D
American Assay
BC-04
56.5-56.7
15.0
42.6
42.4
-
GWA-5D
American Assay
BC-05
53.9-54.1
13.8
13.1
73.1
-
-
GWA-3D
American Assay
BC-06
54-56
15.1
15.7
70.2
-
-
BG-3D
American Assay
BC-07
59.6-59.9
26.2
6.8
46.5
20.4
-
GWA-5BR
American Assay
BC-23
47-48
36.4
42.0
-
21.7
-
AB-5D
American Assay
BC-29
97-97.3
31.7
59.5
-
8.7
<0.1
<0.1
Notes:
1. Chemical composition of constituent minerals is as follows: Quartz — S'02, Feldspar — (K,Na)[AISi3O8]-Ca[Al2Si2O8], Illite — K1.1.5AI4[Si7.6.5AI1.1.5O20](OH)4,
Kaolinite — AI4[Si4O10](OH)8, Biotite — K2(Mg,Fe+2)6_4(Fe+3,AI,Ti)0-2[Sil-5A'2s020](OH,F)4, Calcite — CaCO3, Dolomite — CaMg(CO3)2
2. ft bgs = feet below ground surface
Belews Creek Steam Station
Page 1 of 1

Table 6-5. Oxide Composition of Transition Zone Samples
Boring ID
Lab Performing
Analysis
Unique Lab
Identifier
Sample Depth
(ft bgs)
Oxide Composition (wt. %)
A1203
BaO
CaO
Cr203
Fe203
K20
MgO
MnO
Na20
P201
Si02
SrO
Ti02
V201
GWA-21D
American Assay
BC-04
56.5-56.7
16.65
0.07
1.18
<0.01
2.96
2.58
0.57
0.05
1.77
0.12
69.56
0.02
0.41
<0.01
GWA-51)
American Assay
BC-05
53.9-54.1
15.83
0.04
5.97
0.01
5.84
0.70
1.90
0.10
1.55
0.11
64.92
0.05
0.39
0.03
GWA-3D
I American Assay
BC-06
54-56
15.86
0.04
3.78
<0.01
3.64
1.17
0.47
0.07
1.81
0.06
66.57
0.04
0.29
<0.01
BG-3D
American Assay
BC-07
59.6-59.9
15.38
0.06
0.61
<0.01
5.89
1.19
0.73
0.14
0.30
0.07
71.70
0.01
0.67
0.02
GWA-5BR
American Assay
BC-23
47-48
14.59
0.03
7.61
<0.01
6.39
1.33
2.87
0.11
1.10
0.10
66.60
0.03
0.49
0.04
AB-5D
American Assay
BC-29
97-97.3
13.17
0.05
1.69
<0.01
3.16
1.73
0.77
0.13
1.85
0.08
72.01
<0.01
0.32
<0.01
Notes:
1. ft bgs = feet below ground surface
Belews Creek Steam Station
Page 1 of 1

Table 6-6. Elemental Composition of Transition Zone Samples
Boring ID
Lab Performing Analysis
Unique Lab Identifier
Sample Depth (ft bgs)
Elemental Composition (ppm)
As
Cd
Ce
Co
Cu
Ga
La
Mo
Ni
Pb
Sb
Se
Sn
W
Zn
Zr
GWA-2D
American Assay
BC-04
56.5-56.7
17
<0.2
39
6
5
13
16
3
3
25
<1
<1
9
<1
39
33
GWA-5D
American Assay
BC-05
53.9-54.1
<1
<0.2
54
15
12
14
28
<1
7
14
<1
<1
<1
<1
50
4
GWA-3D
American Assay
BC-06
54-56
1
<0.2
106
6
6
12
49
<1
2
16
<1
<1
<1
<1
21
4
BG-3D
American Assay
BC-07
59.6-59.9
2
<0.2
60
22
25
12
28
1
14
16
<1
<1
1
<1
44
13
GWA-5BR
American Assay
BC-23
47-48
1
<0.2
49
23
66
18
18
<1
11
10
<1
<1
4
<1
38
3
AB-5D
American Assay
BC-29
97-97.3
<1
<0.2
58
7
69
14
17
<1
4
23
<1
<1
8
<1
41
12
Notes:
ft bgs = feet below ground surface
2. ppm = parts per million
Belews Creek Steam Station
Page 1 of 1

Table 6-7. Whole Rock Chemistry Results, Oxides
Boring ID
Lab Performing Analysis
Unique Lab
Identifier
Sample Depth
(ft bgs)
Oxide Composition, Loss on Ignition, Carbon, and Sulfur (wt. %)
AI203
BaO
CaO
Cr203
Fe203
K20
MgO
MnO
Na20
P201
Si02
SrO
Ti02
V201
LOI
C
S
GWA-513R
American Assay
BC-30
81.5-81.7
16.7
0.03
6.7
0.02
5.6
1.9
1.4
0.1
1.5
0.05
69.0
0.03
0.4
0.0
1.32
0.148
0.103
AB-413R
American Assay
BC-31
130.75-131
15.4
0.04
5.2
0.03
3.6
1.5
1.1
0.07
1.5
0.06
68.7
0.04
0.4
0.0
1.35
0.061
0.033
A13-81D
American Assay
BC-AB-8D-1
69.9-70.4
15.4
0.04
1.3
0.03
2.5
1.6
0.4
0.02
1.9
0.04
74.3
0.01
0.4
<0.01
1.07
0.025
0.005
BG-31D
American Assay
BC-BG-3D-1
67.7-68.0
18.6
0.04
1.5
0.03
4.4
2.3
0.6
0.05
1.4
0.11
65.4
0.01
0.7
0.0
1.85
0.013
<0.005
GWA-21D
American Assay
BC-GWA-2D-1
68.9-69.4
21.7
0.06
1.1
0.03
8.0
3.0
1.3
0.08
0.9
0.06
63.4
<0.01
1.1
0.0
2.88
0.073
0.009
MW-202BR
American Assay
BC-MW-202BR-1
102.9-103.3
16.5
0.02
2.4
0.02
2.8
1.2
0.9
0.05
2.1
0.08
70.6
0.02
0.5
<0.01
1.12
0.038
<0.005
Notes:
ft bgs = feet below ground surface
Belews Creek Steam Station
Page 1 of 1

Table 6-8. Whole Rock Chemistry Results, Elemental
Boring ID
Lab Performing
Analysis
Unique Lab
Identifier
Sample Depth
(ft bgs)
Elemental Composition (ppm)
As
Cd
Ce
Co
Cu
Ga
La
Mo
Ni
Pb
Sb
Se
Sn
W
Zn
Zr
GWA-513R
American Assay
BC-30
81.5-81.7
<1
<0.2
16
11
16
21
13
<1
10
18
<1
<1
<1
<1
58
6
AB-413R
American Assay
BC-31
130.75-131
2
<0.2
105
6
8
17
24
3
6
14
1
<1
4
<1
22
9
AMID
American Assay
BC-AB-8D-1
69.9-70.4
1
<0.2
59
5
5
18
29
3
11
14
1
<1
2
1
28
9
BG-3D
American Assay
BC-BG-3D-1
67.7-68.0
9
<0.2
51
14
29
24
28
2
22
23
1
<1
14
3
42
28
GWA-2D
American Assay
BC-GWA-2D-1
68.9-69.4
24
<0.2
117
21
23
29
35
1
51
34
3
<1
13
2
93
22
MW-202BR
American Assay
BC-MW-202BR-1
102.9-103.3
4
<0.2
58
6
5
21
26
<1
5
15
1
<1
7
<1
31
25
Notes:
1. ft bgs = feet below ground surface
2. ppm = parts per million
Belews Creek Steam Station
Page 1 of 1

Table 6-9. Assesment Monitoring Well Construction Details
Monitoring Well
ID Number
Monitoring Well
Type
Date Water Level
was Obtained
Elevation of
Water Level
Land Surface
Elevation
Top of Well
Casing
Elevation
Screened Interval Elevation
Screened Interval
Bottom of Well
Elevation
Upgradient /Downgradient
(ft)
(ft)
(ft)
(ft)
(ft below bgs)
(ft bgs)
AB-1 D
Deep
7/7/2015
733.47
769.47
772.47
696.47
-
691.47
73.00
-
78.00
683.47
Downgradient
AB-1 S
Shallow
7/7/2015
731.58
769.49
772.42
734.49
-
719.49
35.00
-
50.00
717.49
Downgradient
AB-2D
Deep
7/7/2015
730.91
770.71
773.84
638.71
-
633.71
132.00
-
137.00
631.71
Downgradient
AB-2S
Shallow
7/7/2015
740.85
770.69
773.94
739.69
-
724.69
31.00
-
46.00
720.69
Downgradient
AB-3D
Deep
7/7/2015
722.99
769.80
772.51
658.80
-
653.80
111.00
-
116.00
651.80
Downgradient
AB-3S
Shallow
7/7/2015
731.23
769.92
772.62
733.92
-
718.92
36.00
-
51.00
714.92
Downgradient
AB-4BR
Bedrock
7/7/2015
755.04
759.24
761.99
621.74
-
616.74
137.50
-
142.50
614.74
Downgradient
AB-4D
Deep
7/7/2015
754.93
759.25
762.21
669.75
-
664.75
89.50
-
94.50
664.75
Downgradient
AB-4S
Shallow
7/7/2015
755.43
759.36
762.18
756.36
-
741.36
3.00
-
18.00
741.36
Downgradient
AB-4SL
Shallow
7/7/2015
755.05
759.15
762.25
707.85
-
697.85
51.30
-
61.30
697.85
Downgradient
AB-5D
Deep
7/7/2015
755.50
758.94
762.13
661.94
-
656.94
97.00
-
102.00
654.54
Downgradient
AB-5S
Shallow
7/7/2015
755.83
758.86
761.9
755.86
-
740.86
3.00
-
18.00
740.86
Downgradient
AB-5SL
Shallow
7/7/2015
756.65
759.01
761.85
725.01
-
715.01
34.00
-
44.00
715.01
Downgradient
AB-6D
Deep
7/7/2015
758.54
762.22
765.33
677.22
-
672.22
85.00
-
90.00
667.62
Downgradient
AB-6S
Shallow
7/7/2015
760.48
762.46
765.55
760.46
-
750.46
2.00
-
12.00
750.46
Downgradient
AB-6SL
Shallow
7/7/2015
760.38
762.38
765.5
749.08
-
744.08
13.30
-
18.30
744.08
Downgradient
AB-7D
Deep
7/7/2015
760.11
767.72
771.14
683.72
-
678.72
84.00
-
89.00
676.72
Downgradient
AB-7S
Shallow
7/7/2015
758.95
767.91
771.09
762.91
-
752.91
5.00
-
15.00
751.91
Downgradient
AB-8D
Deep
7/7/2015
756.90
762.10
765.38
690.10
-
685.10
72.00
-
77.00
677.40
Downgradient
AB-8S
Shallow
7/7/2015
757.18
762.16
765.1
758.16
-
743.16
4.00
-
19.00
741.16
Downgradient
AB-8SL
Shallow
7/7/2015
757.01
762.04
765.29
725.04
-
715.04
37.00
-
47.00
707.64
Downgradient
AB-9BR
Bedrock
7/7/2015
757.58
779.84
782.84
649.84
-
644.84
130.00
-
135.00
642.54
Downgradient
AB-9D
Deep
7/7/2015
758.12
779.69
782.84
689.69
-
684.69
90.00
-
95.00
681.69
Downgradient
AB-9S
Shallow
7/7/2015
762.46
779.74
783.15
766.74
-
751.74
13.00
-
28.00
748.74
Downgradient
BG-1 D
Deep
7/7/2015
757.54
805.63
808.48
758.63
-
753.63
47.00
-
52.00
748.63
Downgradient
BG-1 S
Shallow
7/7/2015
DRY
805.18
808.75
779.08
-
763.88
26.10
-
41.30
762.18
Downgradient
BG-2BR
Bedrock
7/7/2015
764.50
810.05
812.59
729.55
-
724.55
80.50
-
85.50
680.55
Upgradient
BG-2D
Deep
7/7/2015
763.92
809.95
812.13
739.95
-
734.95
70.00
-
75.00
729.95
Upgradient
BG-2S
Shallow
7/7/2015
762.09
809.72
811.8
769.72
-
754.72
40.00
-
55.00
749.72
Upgradient
BG-3D
Deep
7/7/2015
812.98
841.72
844.61
779.72
-
774.72
62.00
-
67.00
770.72
Upgradient
BG-3S
Shallow
7/7/2015
811.80
842.46
845.64
817.46
-
802.46
25.00
-
40.00
798.46
Upgradient
GWA-1 D
Deep
7/7/2015
714.44
740.90
743.03
682.90
-
677.90
58.00
-
63.00
669.40
Downgradient
GWA-1 S
Shallow
7/7/2015
715.76
740.72
743.08
721.72
-
706.72
19.00
-
34.00
704.72
Downgradient
GWA-2D
Deep
7/7/2015
745.22
784.58
787.51
726.58
-
721.58
58.00
-
63.00
714.58
Downgradient
GWA-2S
Shallow
7/7/2015
745.70
784.50
787.58
750.50
-
735.50
34.00
-
49.00
733.50
Downgradient
GWA-3D
Deep
7/7/2015
726.02
766.68
769.5
721.68
-
716.68
45.00
-
50.00
707.68
Downgradient
GWA-3S
Shallow
7/7/2015
726.08
766.51
769.14
739.51
-
724.51
27.00
-
42.00
723.51
Downgradient
GWA-4D
Deep
7/7/2015
752.63
799.63
802.88
735.63
-
730.63
64.00
-
69.00
725.63
Downgradient
GWA-5BR
Bedrock
7/7/2015
759.50
788.79
791.95
737.79
-
732.79
51.00
-
56.00
694.89
Downgradient
GWA-5BR2
Bedrock
7/7/2015
757.99
789.03
792.11
709.03
-
704.03
80.00
-
85.00
680.03
Downgradient
GWA-5D
Deep
7/7/2015
760.37
788.46
791.29
736.66
-
731.66
51.80
-
56.80
727.96
Downgradient
Belews Creek Steam Station
Page 1 of 2

Table 6-9. Assesment Monitoring Well Construction Details
Monitoring Well
ID Number
Monitoring Well
Type
Date Water Level
was Obtained
Elevation of
Water Level
Land Surface
Elevation
Top of Well
Casing
Elevation
Screened Interval Elevation
Screened Interval
Bottom of Well
Elevation
Upgradient / Downgradient
(ft)
(ft)
(ft)
(ft)
(ft below bgs)
(ft bgs)
GWA-5S
Shallow
7/7/2015
760.52
788.88
792.04
765.88
-
750.88
23.00
38.00
748.88
Downgradient
GWA-61D
Deep
7/7/2015
753.49
790.93
793.25
689.93
-
684.93
101.00
106.00
681.93
Downgradient
GWA-6S
Shallow
7/7/2015
760.70
790.95
793.37
762.95
-
747.95
28.00
-
43.00
720.95
Downgradient
GWA-71D
Deep
7/7/2015
785.73
820.39
822.7
741.39
-
736.39
79.00
-
84.00
729.39
Downgradient
GWA-7S
Shallow
7/7/2015
786.79
820.37
822.87
792.87
-
777.87
27.50
-
42.50
776.87
Downgradient
GWA-8D
Deep
7/7/2015
801.95
828.61
831.15
739.61
-
734.61
89.00
-
94.00
731.61
Downgradient
GWA-8S
Shallow
7/7/2015
803.14
828.27
832.01
808.27
-
793.27
20.00
-
35.00
789.27
Downgradient
GWA-91D
Deep
7/7/2015
749.82
791.25
794.28
708.25
-
703.25
83.00
-
88.00
700.75
Downgradient
GWA-9S
Shallow
7/7/2015
750.88
790.77
793.99
754.77
-
739.77
36.00
-
51.00
737.77
Downgradient
GWA-10D
Deep
7/7/2015
739.20
747.04
749.54
697.04
-
692.04
50.00
-
55.00
683.04
Downgradient
GWA-10S
Shallow
7/7/2015
740.24
746.78
749.11
742.78
-
727.78
4.00
-
19.00
720.78
Downgradient
GWA-11D
Deep
7/7/2015
723.15
754.61
757.04
691.61
-
686.61
63.00
-
68.00
682.61
Downgradient
GWA-11S
Shallow
7/7/2015
725.72
754.49
757.03
731.49
-
716.49
23.00
-
38.00
696.49
Downgradient
GWA-12BR
Bedrock
7/7/2015
771.35
833.35
836.46
727.35
-
722.35
106.00
-
111.00
708.35
Upgradient
GWA-12D
Deep
7/7/2015
780.35
834.04
837.16
771.04
-
766.04
63.00
-
68.00
760.04
Upgradient
GWA-12S
Shallow
7/7/2015
781.22
832.65
835.79
792.65
-
777.65
40.00
-
55.00
773.65
Upgradient
GWA-16D
Deep
7/7/2015
747.37
781.66
784.53
723.66
-
718.66
58.00
-
63.00
712.66
Downgradient
GWA-16S
Shallow
7/7/2015
748.07
781.51
784.41
752.51
-
737.51
29.00
-
44.00
734.51
Downgradient
GWA-17D
Deep
7/7/2015
747.86
785.07
787.37
735.07
-
730.07
50.00
-
55.00
728.07
Downgradient
GWA-17S
Shallow
7/7/2015
748.19
785.07
787.61
760.07
-
745.07
25.00
-
40.00
743.57
Downgradient
MW-200BR
Bedrock
7/7/2015
Artesian
633.65
636.42
588.65
-
583.65
45.00
-
50.00
583.15
Downgradient
MW-202BR
Bedrock
7/7/2015
741.55
786.87
789.63
688.87
-
683.87
98.00
103.00
656.37
Upgradient
MW-203BR
Bedrock
7/7/2015
751.73
784.09
787.26
690.09
-
685.09
94.00
99.00
663.59
Upgradient
Belews Creek Steam Station
Page 2 of 2

Table 6-10. Voluntary and Compliance Monitoring Well Construction Details
Monitoring
Well ID
Number
Monitoring
Well Type
Date Water
Level was
Obtained
Elevation
of Water
Level
Land
Surface
Elevation
Top of
Well
Casing
Elevation
Screened Interval Elevation
Screened Interval
Bottom of
Well
Elevation
Upgradient /
Downgradient
(ft)
(ft)
(ft)
(ft)
(ft below bgs)
(ft bgs)
Voluntary Wells
MW-101D
Deep
7/7/2015
NS
670.90
674.04
638.6
633.6
32.30
37.30
633.6
Downgradient
MW-101S
Shallow
7/7/2015
NS
671.23
674.12
662.68
652.68
8.55
18.55
652.68
Downgradient
MW-102D
Deep
7/7/2015
NS
650.13
653.07
628.52
623.52
21.61
26.61
623.52
Downgradient
MW-102S
Shallow
7/7/2015
642.93
650.49
653.07
643.56
635.56
6.93
-
14.93
635.56
Downgradient
MW-103D
Deep
7/7/2015
676.28
681.39
684.25
658.89
651.89
22.50
-
29.50
651.89
Downgradient
MW-103S
Shallow
7/7/2015
677.15
681.16
684
672.73
667.73
8.43
-
13.43
667.73
Downgradient
MW-104D
Deep
7/7/2015
756.75
795.83
798.34
717.81
712.81
78.02
-
83.02
712.81
Downgradient
MW-104S
Shallow
7/7/2015
756.65
796.13
798.68
760.49
750.49
35.64
-
45.64
750.49
Downgradient
Compliance Wells
MW-200D
Deep
7/7/2015
629.34
633.3
636.05
618.8
613.8
14.5
-
19.5
613.8
Downgradient
MW-200S
Shallow
7/7/2015
629.02
633.18
635.89
628.02
620.42
5.16
-
12.76
620.42
Downgradient
MW-201D
Deep
7/7/2015
748.13
781.26
783.98
747.12
737.12
34.14
-
44.14
737.12
Downgradient
MW-202D
Deep
7/7/2015
741.48
787.87
790.78
701.47
696.47
86.4
-
91.4
696.47
Upgradient
MW-202S
Shallow
7/7/2015
740.95
787.61
789.97
742.6
727.6
45.01
-
60.01
727.6
Upgradient
MW-203D
Deep
7/7/2015
752.25
783.37
785.57
696.51
691.51
86.86
-
91.86
691.51
Downgradient
MW-203S
Shallow
7/7/2015
752.24
783.46
786.14
755.95
740.95
27.51
-
42.51
740.95
Downgradient
MW-204D
Deep
7/7/2015
747.82
773.92
776.78
737.85
732.85
36.07
-
41.07
732.85
Downgradient
MW-204S
Shallow
7/7/2015
747.89
773.49
776.29
754.55
739.55
18.94
-
33.94
739.55
Downgradient
Belews Creek Steam Station
Page 1 of 1

Table 6-11. Hydraulic Gradient - Horizontal
Well Pair
Groundwater Elevation — Up-
gradient Well
Groundwater Elevation —
Down -gradient Well
Flow Path Length
Horizontal Hydraulic Gradient
(h 2)
(h 1)
(dl)
W
Surficial Aquifer (S wells)
GWA8S/ MW200S
803.14
629.02
5,923.64
0.029
AB7S/AB5S
758.95
755.83
1,054.51
0.003
GWA5S/MW 103S
760.52
677.15
3,314.24
0.025
GWA9S/GWA11 S
750.88
725.72
4,154.35
0.006
GWA5S/MW200S
760.52
629.02
3,981.80
0.033
Average Horizontal Hydraulic Gradient
0.019
Transition Zone (Dwells)
GWA8D/ MW200D
801.95
629.34
5,907.17
0.029
AB9D/AB5D
758.12
755.50
1,356.81
0.002
GWA7D/ABED
785.73
758.54
2,001.03
0.014
GWA9D/GWA11 D
749.82
723.15
4,163.49
0.006
GWA5D/MW200D
755.50
629.34
3,965.92
0.032
BG1 D/MW200D
757.54
629.34
3,970.24
0.032
GWA12D/MW202D*
780.35
629.34
886.79
0.170
Average Horizontal Hydraulic Gradient
0.041
Fractured Bedrock (BR wells)
Not enough data to determine hydraulic gradient
Notes:
* Not used for average hydraulic gradient calculation
Belews Creek Steam Station
Page 1 of 1

Table 7-1. Soil and Ash Parameters and Analytical Methods
INORGANIC COMPOUNDS
UNITS
METHOD
Antimony
mg/kg
EPA 6020
Arsenic
mg/kg
EPA 6020
Barium
mg/kg
EPA 6010
Boron
mg/kg
EPA 6010
Cadmium
mg/kg
EPA 6020
Chloride
mg/kg
SM4500-CI-E
Chromium
mg/kg
EPA 6010
Copper
mg/kg
EPA 6010
Iron
mg/kg
EPA 6010
Lead
mg/kg
EPA 6020
Manganese
mg/kg
EPA 6010
Mercury
mg/kg
EPA Method 7470A/7471
Nickel
mg/kg
EPA 6010
pH
SU
EPA 9045
Selenium
mg/kg
EPA 6020
Thallium (low level)
mg/kg
EPA 6020
Vanadium
Mg/kg
EPA 6020
Zinc
mg/kg
EPA 6010
Total Organic Carbon
UNITS
METHOD
TOC
Mg/kg
EPA 9060
Notes:
1. Soil samples to be analyzed for Total Inorganics using USEPA Methods 6010/6020 and pH using
USEPA Method 9045, as noted above.
2. Ash samples to be analyzed for Total Inorganics using USEPA Methods 6010/6020 and pH using
USEPA Method 9045; select ash samples will also be analyzed for leaching potential using SPLP
Extraction Method 1312 in conjunction with USEPA Methods 6010/6020. SPLP results to be
reported in units of mg/L for comparison to 2L Standards.
3. Samples to be analyzed for Total Organic Carbon using method EPA 9060. Sample result in
concentration units of mg/kg of organic carbon on a dry weight basis.
Belews Creek Steam Station
Page 1 of 1

Table 7-2. Ash Sample Results - Totals
Analyte
Aluminum
Antimony
Arsenic
Barium
Beryllium
Boron
Cadmium
Chromium
Cobalt
Copper
Iron
CAS RN
7429-90-5
7440-36-0
7440-38-2
7440-39-3
7440-41-7
7440-42-8
7440-43-9
7440-47-3
7440-48-4
7440-50-8
7439-89-6
Result Unit
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
NC PSRG Ind
100000
94
3
44000
460
46000
200
100000
70
9400
100000
NC PSRG Prot GW
NS
0.9
5.8
580
63
45
3
360000
0.9
700
150
Sample Name
Sample Date
AB-4BR(7-8.5)
5/28/2015
1990
8 U
9.3
35.7
0.51
14.9 J
0.96 U
8.9
8 U
6.6
3340
AB-4BR(33-34.5)
5/28/2015
21200
7 U
50.7
402
3.9
74.7
0.84 U
64.3
17
45.5
8550
AB-4BR(63)
5/29/2015
7150
5.9 UJ
20.5 J
122
1.1
36.4
0.71 U
20.2
5.2 J
18.9
5220
AB-5D(7-8.5)
6/9/2015
15400 J-
8.5 UJ
42.1 J-
187 J-
4.4 J-
54.1
1 UJ
58.5 J-
16.9 J-
49.6 J-
6770 J
AB-5GTB(22-24)
6/11/2015
4710
7.6 U
20
171
0.85
21.2
0.91 U
18.4
4.3 J
13.3
9830
AB-5GTB(44-46)
6/11/2015
26800
7.5 U
66
348
4.4
88
0.9 U
75.5
18.3
56.8
16900
AB-6GTB(3-5)
5/14/2015
933
8.8 U
8.8 U
38.5
0.44 UJ
21.9 U
1.1 U
2.6
8.8 U
1.7 J
1530
AB-6GTB(15-17)
5/18/2015
1950 J+
8.6 U
13.2 J-
38.2
0.43 UJ
21.5 U
1 U
4.3
8.6 U
4.8
2770 J-
AB-7D(3-5)
3/31/2015
611 J+
2.5 U
5 J-
41.6 J
0.14 J
12.4 U
0.3 U
2.4
2.5 U
2.9
1870 J
AB-7SL(15)
4/2/2015
2010
3.4 U
8.5
43.9 J+
0.32 J
17 UJ
0.41 UJ
6.6
3.4 UJ
8.5
3290
AB-8D(8-10)
5/8/2015
1210
6.3 U
13.9
17.1
0.26 J
15.8 U
0.76 U
17.8
6.3 U
3.5
1930
AB-8D(46-48)
5/9/2015
25800
6.9 U
54
229
3.8
105
0.83 U
66.8
16.7
57.1
12400
General Notes:
mg/kg - milligrams per kilogram
NA - Not analyzed or not reported by analytical laboratory
Std. Units - pH units
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either applicable criteria.
bold - indicates exceedance of NCDENR Industrial Health
Based PSRG
Italic/underline- indicates exceedance of NCDENR
Protection of Groundwater PSRG
North Carolina Department of Environment and Natural
Resources Division of Waste Management Soil Remediation
Goals Table (March 2015) - Preliminary Industrial Health
Based Soil Remediation Goal (PSRG) and Protection of
Groundwater PSRG.
"*Note: No PSRG for Total Chromium is currently available,
as a surrogate the PSRG for Trivalent Chromium was used
for comparison purposes only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 1 of 3

Table 7-2. Ash Sample Results - Totals
Analyte
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Strontium
Thallium
Vanadium
Zinc
Calcium
CAS RN
7439-92-1
7439-96-5
7439-97-6
7439-98-7
7440-02-0
7782-49-2
7440-24-6
7440-28-0
7440-62-2
7440-66-6
7440-70-2
Result Unit
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
NC PSRG Ind
800
5200
8
1200
4400
1200
100000
2.4
1200
70000
NS
NC PSRG Prot GW
270
65
1
NS
130
2.1
NS
0.28
6
1200
NS
Sample Name
Sample Date
AB-4BR(7-8.5)
5/28/2015
8 U
16.4
0.013 U
4 U
4.9
5.1 J
16.6
8 U
10.7
7.6 J
550
AB-4BR(33-34.5)
5/28/2015
29.9
44.7
0.046
2.1 J
29.2
8.5
270
7 U
102
44.4
4200
AB-4BR(63)
5/29/2015
7.7
41.4
0.058
1.1
9.4
4.8 J
81.2
5.9 U
35.5
13.6
2790
AB-5D(7-8.5)
6/9/2015
32.8 J-
27.9
0.019
5.9
30.3 J-
17.3 J-
112 J-
8.5 U
86.1 J-
50.3
2000
AB-5GTB(22-24)
6/11/2015
4.7 J
49.7
0.012 U
3.8 U
11.9
4.3 J
58
7.6 U
20.5
9.7
2300
AB-5GTB(44-46)
6/11/2015
31.7
82.6
0.084
3.7 U
41.7
10
357
7.5 U
129
55.5
7810
AB-6GTB(3-5)
5/14/2015
8.8 U
7.2
0.014 U
4.4 U
3.2
6.6 U
9.9
8.8 U
8.8 U
8.8 U
428
AB-6GTB(15-17)
5/18/2015
8.6 U
15.6 J-
0.014 U
4.9
4.4
6.4 U
29.7
8.6 U
4.8 J
8.6 U
957
AB-7D(3-5)
3/31/2015
2.5 U
26.2
0.01 U
2.5 U
2.3
2.5 U
3.7
2.5 U
2.5 U
5 U
109 J
AB-7SL(15)
4/2/2015
6.8 UJ
27.1 J+
0.011
2.1 J
2.8 J+
2.8 J
22.6
3.4 U
68
6.8 UJ
762 J+
AB-8D(8-10)
5/8/2015
6.3 U
10.4
0.0099 U
3.2 U
3
6.3 U
10
6.3 U
5.5 J
5.4 J
333
AB-8D(46-48)
5/9/2015
33.1
79.5
0.057
2.8 J
31.4
17
251
6.9 U
117
46.8
5790
General Notes:
mg/kg - milligrams per kilogram
NA - Not analyzed or not reported by analytical laboratory
Std. Units - pH units
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either applicable criteria.
bold - indicates exceedance of NCDENR Industrial Health
Based PSRG
Italic/underline- indicates exceedance of NCDENR
Protection of Groundwater PSRG
North Carolina Department of Environment and Natural
Resources Division of Waste Management Soil Remediation
Goals Table (March 2015) - Preliminary Industrial Health
Based Soil Remediation Goal (PSRG) and Protection of
Groundwater PSRG.
"*Note: No PSRG for Total Chromium is currently available,
as a surrogate the PSRG for Trivalent Chromium was used
for comparison purposes only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 2 of 3

Table 7-2. Ash Sample Results - Totals
Analyte
Chloride
Magnesium
Nitrate
Potassium
Sodium
Sulfate
pH (field)
Total Organic
Carbon
CAS RN
16887-00-6
7439-95-4
14797-55-8
7440-09-7
7440-23-5
14808-79-8
PH
TOC
Result Unit
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
Std. Units
mg/kg
NC PSRG Ind
NS
NS
100000
NS
NS
NS
NS
NS
NC PSRG Prot GW
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
AB-4BR(7-8.5)
5/28/2015
269 J-
155 J
38.3 UJ
399 U
399 U
204 J-
7.2 J
18900 J
AB-4BR(33-34.5)
5/28/2015
348 UJ
1370
34.8 UJ
2560
290 J
348 UJ
8.5 J
11600
AB-4BR(63)
5/29/2015
288 U
633
28.8 UJ
957
136
288 U
9.2 J
34100
AB-5D(7-8.5)
6/9/2015
285 J
832
41.7 UJ
1630 J-
263 J
268 J
6.7 J
16900
AB-5GTB(22-24)
6/11/2015
210 J
673
36.3 UJ
553
378 U
363 U
8 J
16300
AB-5GTB(44-46)
6/11/2015
356 U
2550
35.6 UJ
3170
516
356 U
7.9 J
5730
AB-6GTB(3-5)
5/14/2015
420 U
219 U
42 UJ
438 U
438 U
420 U
7.8 J
9120
AB-6GTB(15-17)
5/18/2015
446 U
160 J
44.6 UJ
430 U
430 U
446 U
7.1 J
31500 J
AB-7D(3-5)
3/31/2015
257 U
ill J
25.7 U
178 J
249 U
257 U
5.9 J
6280
AB-7SL(15)
4/2/2015
342 U
145 J+
34.2 U
341 UJ
341 UJ
281 J
5.8 J
NA
AB-8D(8-10)
5/8/2015
316 U
91.7 J
31.6 UJ
317 U
317 U
316 U
6.5 J
5040
AB-8D(46-48)
5/9/2015
340 U
1660
34 UJ
3300
596
202 J
8.5 J
12700
General Notes:
mg/kg - milligrams per kilogram
NA - Not analyzed or not reported by analytical laboratory
Std. Units - pH units
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either applicable criteria.
bold - indicates exceedance of NCDENR Industrial Health
Based PSRG
Italic/underline- indicates exceedance of NCDENR
Protection of Groundwater PSRG
North Carolina Department of Environment and Natural
Resources Division of Waste Management Soil Remediation
Goals Table (March 2015) - Preliminary Industrial Health
Based Soil Remediation Goal (PSRG) and Protection of
Groundwater PSRG.
"*Note: No PSRG for Total Chromium is currently available,
as a surrogate the PSRG for Trivalent Chromium was used
for comparison purposes only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 3 of 3

Table 7-3. Ash Basin Surface Water, Porewater and Seep Parameters and Analytical
Methods
Parameter
RL
Units
Method
Field Parameters
pH
NA
SU
Field Water Quality Meter
Specific Conductance
NA
mmho/cm
Field Water Quality Meter
Temperature
NA
°C
Field Water Quality Meter
Dissolved Oxygen
NA
mg/L
Field Water Quality Meter
Oxidation Reduction Potential
NA
mV
Field Water Quality Meter
Turbidity
NA
NTU
Field Water Quality Meter
Ferrous Iron
NA
mg/L
Field Test Kit
Inorganics
Aluminum
5
pg/L
EPA 200.7 or 6010C
Antimony
1
pg/L
EPA 200.8 or 6020A
Arsenic
1
pg/L
EPA 200.8 or 6020A
Barium
5
pg/L
EPA 200.7 or 6010C
Beryllium
1
pg/L
EPA 200.8 or 6020A
Boron
50
pg/L
EPA 200.7 or 6010C
Cadmium
1
pg/L
EPA 200.8 or 6020A
Chromium
1
pg/L
EPA 200.7 or 6010C
Cobalt
1
pg/L
EPA 200.8 or 6020A
Copper
0.005
mg/L
EPA 200.7 or 6010C
Iron
10
pg/L
EPA 200.7 or 6010C
Lead
1
pg/L
EPA 200.8 or 6020A
Manganese
5
pg/L
EPA 200.7 or 6010C
Mercury (low level)
0.012
pg/L
EPA 245.7 or 1631
Molybdenum
5
pg/L
EPA 200.7 or 6010C
Nickel
5
pg/L
EPA 200.7 or 6010C
Total Combined Radium (Ra-226 and
Ra-228)4
5
pCi/L
EPA 903.0
Selenium
1
pg/L
EPA 200.8 or 6020A
Strontium
5
pg/L
EPA 200.7 or 6010C
Thallium (low level)
0.2
pg/L
EPA 200.8 or 6020A
Vanadium (low level)
0.3
mg/L
EPA 200.8 or 6020A
Zinc
5
pg/L
EPA 200.7 or 6010C
Anions/Cations
Alkalinity (as CaCO3)
20
mg/L
SM 2320B
Bicarbonate
20
mg/L
SM 2320
Calcium
0.01
mg/L
EPA 200.7
Carbonate
20
mg/L
SM 2320
Chloride
0.1
mg/L
EPA 300.0 or 9056A
Magnesium
0.005
mg/L
EPA 200.7
Nitrate as Nitrogen
0.023
mg-N/L
EPA 300.0 or 9056A
Potassium
0.1
mg/L
EPA 200.7
Sodium
0.05
mg/L
EPA 200.7
Belews Creek Steam Station
Page 1 of 2

Table 7-3. Ash Basin Surface Water, Porewater and Seep Parameters and Analytical
Methods
Parameter
RL
Units
Method
Sulfate
0.1
mg/L
EPA 300.0 or 9056A
Sulfide
0.05
mg/L
SM4500S-D
Total Dissolved Solids
25
mg/L
SM 2540C
Total Organic Carbon
0.1
mg/L
SM 5310
Total Suspended Solids
2
mg/L
SM 2450D
Additional
Groundwater Constituents
Arsenic (III) (V)
Vender Specific
pg/L
IC-ICP-CRC-MS
Chromium (IV) (VI)
Vender Specific
pg/L
IC-ICP-CRC-MS
Iron Speciation (Fe(II), Fe(III)
Vendor Specific
pg/L
IC-ICP-CRC-MS
Manganese Speciation (Mn(II), Mn(IV)
Vendor Specific
pg/L
IC-ICP-CRC-MS
Selenium (IV) (VI)
Vendor Specific
pg/L
RP-ICP-CRC-MS
Notes
1. Select constituents will be analyzed for total and dissolved concentrations.
2. RL is the laboratory analytical method reporting limit.
3. NA indicates not applicable.
4. Following wells to be sampled for Total Combined Radium: MW-101 S/D, MW-102D, MW-103S/D, and BG-1 S/D.
DWR regional office will be consulted to determine if additional wells are to be sampled.
5. Sulfide as 1-12S sampled in groundwater samples only.
6. All EPA methods and RLs are at or below respective 2L or 213 standards for constituents with standards.
Belews Creek Steam Station
Page 2 of 2

Table 7-4. Ash Basin Surface Water Sample Results - Totals
Analyte
Aluminum
Aluminum
Antimony
Antimony
Arsenic
Arsenic
Barium
Barium
Beryllium
Beryllium
Boron
Boron
Cadmium
Cadmium
Chromium
CAS RN
7429-90-5
7429-90-5
7440-36-0
7440-36-0
7440-38-2
7440-38-2
7440-39-3
7440-39-3
7440-41-7
7440-41-7
7440-42-8
7440-42-8
7440-43-9
7440-43-9
7440-47-3
FRACTION
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
NC 2B SW Criteria (< AL HH WS)
87
87
5.6
5.6
10
10
1000
1000
6.5
6.5
0.15
0.15
24
15A NCAC 02L STANDARD
NS
NS
NS
NS
10
10
700
700
NS
NS
700
700
2
2
10
IMAC*
NS
NS
1
1
NS
NS
NS
NS
4
4
NS
NS
NS
NS
NS
Sample Name
Sample Date
SW-AB1
6/15/2015
53.7
58.5
1.2
1.2
5.1
5.1
72
72
0.2 U
0.098 J
15700
15900
0.067 J
0.092
0.76 J+
SW-A132
6/11/2015
51.1
77.9
1.3
1.2
5.1
4.8
68
70
0.2 U
0.2 U
14600
14900
0.11
0.12
0.81 J+
SW-AB2
7/20/2015
NA
NA
1.3
1.3
6.7
9
76
77
0.2 U
0.11 J
17200
16300 J+
0.053 J
0.1
0.54 J+
SW-A134
6/11/2015
40.4
62.9
0.49 J
0.5 U
8.2
10.4
150
160
0.2 U
0.2 U
5200
5300
0.08 U
0.08 U
0.46 J+
SW-AB5
6/12/2015
5.8 J+
9 J
0.36 J
0.15 J
9.6
8.9
120
130
0.2 U
0.2 U
5200
5200
0.08 U
0.08 U
0.34 J
SW-A136
6/11/2015
7.5 J
11.6
0.5 U
0.5 U
5.7
6.1
46
50
0.2 U
0.2 U
680
670
0.08 U
0.08 U
0.68 J+
SW-A137
6/11/2015
10 U
14.6
0.5 U
0.5 U
2.9
5
43
62
0.2 U
0.2 U
51
59
0.08 U
0.08 U
0.3 J+
SW-A138
6/10/2015
131
47.2
0.5 U
0.5 U
0.46 J
0.58
8.7
9.6
0.2 U
0.2 U
57
65
0.08 U
0.08 U
7.7
SW-A139
6/15/2015
7.2 J
10.1
0.15 J
0.16 J
4.3
4.4
100
110
0.2 U
0.2 U
96
120
0.08 U
0.08 U
0.5 U
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either referenced
bold - indicates exceedance of NC 02B Surface Water
italic+underline - indicates exceedance of NC 02L
Groundwater Standard or IMAC*
North Carolina Department of Environment and Natural
Resources Division of Water Resources 15A NCAC 02B
Surface Water Standards and Protective Values & EPA
National Recommended Water Quality Criteria.
**NOTE for the purposes of comparison, the lowest value of
the Water Supply, Human Health, or Freshwater Aquatic Life
criteria was referenced in this table.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs).
The IMACs were issued in 2010 and 2011, however NCDENR has not
established a 02L standard for these constituents as described in 15A
NCAC 02L.0202(c). For this reason, IMACs are noted in this report for
reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 1 of 4

Table 7-4. Ash Basin Surface Water Sample Results - Totals
Analyte
Chromium
Cobalt
Cobalt
Copper
Copper
Iron
Iron
Lead
Lead
Manganese
Manganese
Mercury
Mercury
Molybdenum
Molybdenum
CAS RN
7440-47-3
7440-48-4
7440-48-4
7440-50-8
7440-50-8
7439-89-6
7439-89-6
7439-92-1
7439-92-1
7439-96-5
7439-96-5
7439-97-6
7439-97-6
7439-98-7
7439-98-7
FRACTION
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
NC 213 SW Criteria (< AL HH WS)
24
3
3
2.7
2.7
0.54
0.54
160
160
15A NCAC 02L STANDARD
10
NS
NS
1000
1000
300
300
15
15
50
50
1
1
NS
NS
IMAC*
NS
1
1
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
SW-AB1
6/15/2015
0.54
0.25 J
0.29 J
1.3
1.2
21 J
34.5 J
0.1 U
0.055 J+
59
76
0.2 U
0.00181
21
22
SW-A132
6/11/2015
0.64
0.27 J
0.5 UJ
1 U
1.2
50 U
37.4 J
0.1 U
0.063 J
17
94
0.2 U
0.00159
23.3
21.4
SW-A132
7/20/2015
1.6
0.18 J
0.72
2.5 J+
2.1
NA
NA
0.18
0.72
85
130
NA
0.00143
22.7
23.7
SW-A134
6/11/2015
0.54
0.13 J
0.26 J
1.6
1.6
47.6 J
202
0.1 U
0.1 U
38
100
0.2 U
0.00161
6.9
6.6
SW-A135
6/12/2015
0.27 J
0.5 U
0.5 U
0.5 J
0.46 J
50 U
24.6 J
0.1 U
0.1 U
9
30
NA
0.000644
9.5
8.8
SW-A136
6/11/2015
0.6
0.5 U
0.5 U
0.3 J
0.72 J
66
131
0.1 U
0.047 J
13
58
0.2 U
0.000876
1.2
1.2
SW-A137
6/11/2015
0.43 J
0.5 U
0.38 J
0.37 J
0.74 J
235
1420
0.1 U
0.16
15
330
0.2 U
0.00119
0.34 J
0.48 J
SW-A138
6/10/2015
7.5
0.5 U
0.5 U
0.48 J+
0.46 J
308
860
0.1 U
0.085 J
10
28
NA
0.001 U
1.7
1.7
SW-A139
6/15/2015
0.17 J
0.5 U
0.5 U
1.4
0.25 J
81.1
161
0.1 U
0.1 UJ
6.1
28
0.2 U
0.000549
3.1
3.1
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either referenced
bold - indicates exceedance of NC 02B Surface Water
italic+underline - indicates exceedance of NC 02L
Groundwater Standard or IMAC*
North Carolina Department of Environment and Natural
Resources Division of Water Resources 15A NCAC 02B
Surface Water Standards and Protective Values & EPA
National Recommended Water Quality Criteria.
**NOTE for the purposes of comparison, the lowest value of
the Water Supply, Human Health, or Freshwater Aquatic Life
criteria was referenced in this table.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs).
The IMACs were issued in 2010 and 2011, however NCDENR has not
established a 02L standard for these constituents as described in 15A
NCAC 02L.0202(c). For this reason, IMACs are noted in this report for
reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 2 of 4

Table 7-4. Ash Basin Surface Water Sample Results - Totals
Analyte
Nickel
Nickel
Selenium
Selenium
Strontium
Strontium
Thallium
Thallium
Vanadium
Vanadium
Zinc
Zinc
Alkalinity, HCO3
Alkalinity, CO3
Alkalinity, lab
CAS RN
7440-02-0
7440-02-0
7782-49-2
7782-49-2
7440-24-6
7440-24-6
7440-28-0
7440-28-0
7440-62-2
7440-62-2
7440-66-6
7440-66-6
ALK-HCO3
ALK-0O3
ALK-LAB
FRACTION
D
T
D
T
D
T
D
T
D
T
D
T
N
N
N
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
NC 213 SW Criteria (< AL HH WS)
16
16
14000
14000
0.24
0.24
36
36
15A NCAC 02L STANDARD
100
100
20
20
NS
NS
NS
NS
NS
NS
1000
1000
NS
NS
NS
IMAC*
NS
NS
NS
NS
NS
NS
0.2
0.2
0.3
0.3
NS
NS
NS
NS
NS
Sample Name
Sample Date
SW-AB1
6/15/2015
2.9
3.1
6.5
5.9
850
840
1.2
1.4
4.2
4.1
10 U
2.7 J
30000
10000 U
30000
SW-A132
6/11/2015
3.7
4.1
6.4
6.4
820
820
1.3
1.3
4.1
3.8
10 U
10 U
27000
10000 U
27000
SW-AB2
7/20/2015
1.5 J+
3
5.9
6.7
930
900
1.1
1.3
6
9.2
12 J+
5.9 J
27200
5000 U
28000
SW-A134
6/11/2015
1.3
1.3
3
3
580
610
0.35
0.34
0.57 J
0.89 J
10 U
3 J
55000
10000 U
55000
SW-AB5
6/12/2015
0.3 J
0.2 J
5.1
4.5
550
560
0.07 J+
0.065 J
0.58 J
0.52 J
10 U
3.6 J
55000
10000 U
55000
SW-A136
6/11/2015
0.47 J
0.35 J
0.74
0.7
120
120
0.027 J
0.036 J
1 U
1 U
10 U
4 J
46000
10000 U
46000
SW-A137
6/11/2015
0.45 J
0.55
0.54
0.59
43
45
0.05 J
0.061 J
1 U
1 U
10 U
3.9 J
22000
10000 U
22000
SW-A138
6/10/2015
6.8
6.8
0.47 J
0.44 J
31
32
0.089 J
0.096 J
1 U
1 U
10 U
10 U
10000 U
10000 U
10000 U
SW-A139
6/15/2015
0.37 J
0.36 J
0.3 J
0.28 J
110
110
0.017 J
0.034 J+
1.5
1.7
10 U
3.7 J
38000
10000 U
38000
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either referenced
bold - indicates exceedance of NC 02B Surface Water
italic+underline - indicates exceedance of NC 02L
Groundwater Standard or IMAC*
North Carolina Department of Environment and Natural
Resources Division of Water Resources 15A NCAC 02B
Surface Water Standards and Protective Values & EPA
National Recommended Water Quality Criteria.
**NOTE for the purposes of comparison, the lowest value of
the Water Supply, Human Health, or Freshwater Aquatic Life
criteria was referenced in this table.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs).
The IMACs were issued in 2010 and 2011, however NCDENR has not
established a 02L standard for these constituents as described in 15A
NCAC 02L.0202(c). For this reason, IMACs are noted in this report for
reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 3 of 4

Table 7-4. Ash Basin Surface Water Sample Results - Totals
Analyte
Calcium
Chloride
Magnesium
Methane
Nitrogen, NO2
plus NO3
Potassium
Sodium
Sulfate
Sulfide
Total Organic
Carbon
Total Dissolved
Solids
Total
Suspended
CAS RN
7440-70-2
16887-00-6
7439-95-4
74-82-8
NO2-NO3
7440-09-7
7440-23-5
14808-79-8
18496-25-8
TOC
TDS
TSS
FRACTION
T
N
T
N
N
T
T
N
N
N
N
N
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
NC 213 SW Criteria (< AL HH WS)
230000
250000
15A NCAC 02L STANDARD
NS
250000
NS
NS
NS
NS
NS
250000
NS
NS
500000
NS
IMAC*
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
SW-AB1
6/15/2015
215000
428000
73300
14
111
7230
13400
123000
500 U
4200
1300000
5000 U
SW-A132
6/11/2015
215000 J-
389000
68800
11
20 U
6960
12500
112000
200 U
5700
1200000
5700
SW-AB2
7/20/2015
219000
492000
71500
14.2 J+
180
6910
13000
118000
100 U
4200
1930000
20400
SW-A134
6/11/2015
67500
85300
22500
10 U
20 U
5390
13000
106000
100 U
7500
360000
3000 J
SW-A135
6/12/2015
63600
81400
22600
11
20 U
5160
14400
112000
100 U
4400
443000
2500 U
SW-A136
1 6/11/2015
13500
6700
5110
24
21
5000 U
9700
19700
100 U
3900
87000
1700
SW-A137
6/11/2019
2830
4300
1920
14
20 U
5000 U
6490
1900
100 U
5400
48000
2900
SW-A138
6/10/2015
3550
5500
1690
13
20 U
5000 U
4120 J
4400
100 U
5600
10000 U
2200
SW-A139
6/15/2015
9630
7800
3810
13
20 U
3670 J
7100
9600
100 U
2400
89000
2500 U
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either referenced
bold - indicates exceedance of NC 02B Surface Water
italic+underline - indicates exceedance of NC 02L
Groundwater Standard or IMAC*
North Carolina Department of Environment and Natural
Resources Division of Water Resources 15A NCAC 02B
Surface Water Standards and Protective Values & EPA
National Recommended Water Quality Criteria.
**NOTE for the purposes of comparison, the lowest value of
the Water Supply, Human Health, or Freshwater Aquatic Life
criteria was referenced in this table.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs).
The IMACs were issued in 2010 and 2011, however NCDENR has not
established a 02L standard for these constituents as described in 15A
NCAC 02L.0202(c). For this reason, IMACs are noted in this report for
reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 4 of 4

Table 7-5. Ash Basin Porewater Sample Results - Totals
Analyte
Aluminum
Aluminum
Antimony
Antimony
Arsenic
Arsenic
Barium
Barium
Beryllium
Beryllium
Boron
Boron
CAS RN
7429-90-5
7429-90-5
7440-36-0
7440-36-0
7440-38-2
7440-38-2
7440-39-3
7440-39-3
7440-41-7
7440-41-7
7440-42-8
7440-42-8
Fraction
D
T
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
NS
NS
NS
NS
10
10
700
700
NS
NS
700
700
IMAC*
NS
NS
1
1
NS
NS
NS
NS
4
4
NS
NS
Sample Name
Sample Date
A13-4SL
7/16/2015
10000
11300
8.2
8.1
63.5
67.6
170
190
0.15 J
0.23
12300
13500
A13-4S
7/15/2015
74 J
72 J
0.5 U
0.5 U
76.9
81.2
140
150
0.26
0.2 U
23300
21900 J
AB-5SL
7/14/2015
1000
1600
8
8.9
43.7
45.2
300
330
0.2 U
0.081 J
13800
15000
AB-5S
7/15/2015
110
110
0.5 U
0.5 U
87
93.3
140
140
0.14 J
0.2 U
11900
11100
AB-6SL
7/9/2015
100 U
100 U
0.5 U
0.5 U
6.5
11.8
240
190
0.2 U
0.2 U
2300
1600
AB-6S
7/8/2015
100 U
100 U
0.28 J
0.3 J
7.1
8.4
200
200
0.2 U
0.2 U
98
98
AB-7S
6/16/2015
3110
1970 J+
0.5 UJ
0.5 U
25.3
24.9 J+
23 J+
24 J
1.2 J+
0.78
4600
4800
AB-7S
7/13/2015
480 J
1800
0.5 U
0.5 U
31.7
32.8
23 J
24 J
0.68
0.64
3100
3000
AB-8SL
6/17/2015
5000
5000
15.9
15.2
139
146
94
98
0.2 U
0.15 J
13100 J-
13000
AB-8S
6/16/2015
11
13.6
0.25 J
0.26 J
30.3
30.7
68
70
0.2 UJ
0.2 U
2200
2200
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of
North Carolina, lists Interim Maximum Allowable Concentrations
(IMACs). The IMACs were issued in 2010 and 2011, however
NCDENR has not established a 02L standard for these constituents
as described in 15A NCAC 02L.0202(c). For this reason, IMACs are
noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 1 of 5

Table 7-5. Ash Basin Porewater Sample Results - Totals
Analyte
Cadmium
Cadmium
Chromium
Chromium
Cobalt
Cobalt
Copper
Copper
Iron
Iron
Lead
Lead
CAS RN
7440-43-9
7440-43-9
7440-47-3
7440-47-3
7440-48-4
7440-48-4
7440-50-8
7440-50-8
7439-89-6
7439-89-6
7439-92-1
7439-92-1
Fraction
D
T
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
2
2
10
10
NS
NS
1000
1000
300
300
15
15
IMAC*
NS
NS
NS
NS
1
1
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
A134SL
7/16/2015
1.6 U
1.2
0.56 J+
3.3
0.5 U
1.1
0.89 J+
3.6
50 U
370
0.07 J+
2
A134S
7/15/2015
0.08 U
0.08 U
0.32 J+
8.5
0.23 J
0.26 J
1 U
1 U
5000
5000
0.1 U
0.1 U
AB-5SL
7/14/2015
0.041 J
0.06 J
0.38 J
1.5
0.5 U
0.45 J
1 U
1.3
50 U
160
0.048 J
0.76
AB-5S
7/15/2015
0.08 U
0.08 U
0.5 U
0.25 J+
0.5 U
0.5 U
10.6
1 U
260
310 J+
0.1 U
0.1 U
AB-6SL
7/9/2015
0.08 U
0.08 U
0.3 J+
0.43 J+
0.5 U
0.5 U
1 U
1 U
5600
3700
0.1 U
0.1 U
AB-6S
7/8/2015
0.08 U
0.08 U
0.36 J+
1.2 J+
0.3 J
0.35 J
1 U
1 U
430
750
0.1 U
0.1 U
AB-7S
6/16/2015
0.84
0.69
1.3 J+
5.4
156 J+
155 J+
4.4 J+
1.3
69300 J-
77800 J-
0.3 J+
0.12
AB-7S
7/13/2015
0.65
0.58
0.58
0.64
246
243
0.25 J
0.65 J
65400
70400
0.097 J
0.089 J
AB-8SL
6/17/2015
0.1
0.4 U
0.28 J+
0.36 J
0.5 U
0.5 U
1 U
1 U
50 U
100
0.1 U
0.074 J
AB-8S
6/16/2015
0.08 UJ
0.08 U
1.4 J+
1.5
3.4 J+
3.4
2.2 J+
1 U
5140
5120
0.1 UJ
0.1 U
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of
North Carolina, lists Interim Maximum Allowable Concentrations
(IMACs). The IMACs were issued in 2010 and 2011, however
NCDENR has not established a 02L standard for these constituents
as described in 15A NCAC 02L.0202(c). For this reason, IMACs are
noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 2 of 5

Table 7-5. Ash Basin Porewater Sample Results - Totals
Analyte
Manganese
Manganese
Mercury
Mercury
Molybdenum
Molybdenum
Nickel
Nickel
Selenium
Selenium
Strontium
Strontium
CAS RN
7439-96-5
7439-96-5
7439-97-6
7439-97-6
7439-98-7
7439-98-7
7440-02-0
7440-02-0
7782-49-2
7782-49-2
7440-24-6
7440-24-6
Fraction
D
T
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
50
50
1
1
NS
NS
100
100
20
20
NS
NS
IMAC*
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
A13-4SL
7/16/2015
5 U
2.9 J
0.2 UJ
0.2 U
3710
3560
0.57 J+
2.3
38.5
38.4
3000
3000
A13-4S
7/15/2015
350
370
0.2 U
0.2 U
18.1
19.2
0.5 U
2 J+
0.5 U
0.21 J
1500
1500
A13-5SL
7/14/2015
5 U
5 U
0.2 U
0.2 U
147
153
0.5 U
0.83
3.6
3.8
5400 J-
5800
AB-5S
7/15/2015
610
630
0.2 U
0.2 U
26.4
27.3
0.28 J
0.44 J+
0.62
0.6
1200
1300
AB-6SL
7/9/2015
180
140
0.2 U
0.2 U
4
3.6
0.5 U
0.5 U
0.34 J
0.27 J
1300
1000
AB-6S
7/8/2015
12
11
0.2 U
0.2 U
6.3
6.6
0.65 J+
1.3 J+
1.5 J+
0.93
100
100
AB-7S
6/16/2015
5700
6300
NA
0.000934
0.28 J
0.36 J
70.1
68.3
6.2
5.1
640
660
AB-7S
7/13/2015
9000
9200
0.2 U
0.08 J
0.72
0.85
94.6
91.6
4.5
4.3
600
610
AB-8SL
6/17/2015
4.9 J
5.9
0.2 U
0.088 J+
2510
2530
0.34 J
0.36 J+
13.1
13.4
1700
1700
AB-8S
6/16/2015
120
120
NA
0.000621
23
22.9
4.9 J+
4.7
0.47 J+
0.45 J
250
260
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of
North Carolina, lists Interim Maximum Allowable Concentrations
(IMACs). The IMACs were issued in 2010 and 2011, however
NCDENR has not established a 02L standard for these constituents
as described in 15A NCAC 02L.0202(c). For this reason, IMACs are
noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 3 of 5

Table 7-5. Ash Basin Porewater Sample Results - Totals
Analyte
Thallium
Thallium
Vanadium
Vanadium
Zinc
Zinc
Alkalinity, HCO3
Alkalinity, CO3
Alkalinity, lab
Calcium
Chloride
Magnesium
CAS RN
7440-28-0
7440-28-0
7440-62-2
7440-62-2
7440-66-6
7440-66-6
ALK-HCO3
ALK-0O3
ALK-LAB
7440-70-2
16887-00-6
7439-95-4
Fraction
D
T
D
T
D
T
N
N
N
T
N
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
NS
NS
NS
NS
1000
1000
NS
NS
NS
NS
250000
NS
IMAC*
0.2
0.2
0.3
0.3
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
A13-4SL
7/16/2015
0.15
0.22
864
867
10 U
3 J
5000 U
109000
140000
148000
7700
304
AB-4S
7/15/2015
0.1 U
0.019 J
1 U
0.5 J+
10 U
10 U
39300
5000 U
39300
327000
783000
108000
AB-5SL
7/14/2015
0.11
0.14
93.9
99.3
10 U
10 U
73700
5000 U
73700
463000
600000 J+
11200
AB-5S
7/15/2015
0.1 U
0.048 J
1 U
0.45 J+
10 U
10 U
100000
5000 U
100000
212000
298000
53800
AB-6SL
7/9/2015
0.1 U
0.1 U
0.38 J
0.38 J
10 U
10 U
115000
5000 U
115000
36100
7000
4830
AB-6S
7/8/2015
0.12
0.073 J
4.4
5.5
3.4 J
10 U
28600
5000 U
28600
9880
8600 J+
3950
AB-7S
6/16/2015
1.3
1.2
0.33 J+
1 U
140
130
NA
NA
NA
117000
122000
25600
AB-7S
7/13/2015
1.3
1.4
1 U
0.43 J
140
130
36800
5000 U
36800
100000
98800
30800
AB-8SL
6/17/2015
0.045 J
0.05 J
838
827
10 U
8 J+
83000
19000
100000
113000
6800
1870
AB-8S
6/16/2015
0.45 J+
0.45
0.75 J+
0.84 J
10 UJ
10 U
37000
10000 U
37000
29800
46300
7950
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
"NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of
North Carolina, lists Interim Maximum Allowable Concentrations
(IMACs). The IMACs were issued in 2010 and 2011, however
NCDENR has not established a 02L standard for these constituents
as described in 15A NCAC 02L.0202(c). For this reason, IMACs are
noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 4 of 5

Table 7-5. Ash Basin Porewater Sample Results - Totals
Analyte
Methane
Nitrogen, NO2 plus
NO3
Potassium
Sodium
Sulfate
Sulfide
Total Organic
Carbon
Total Dissolved
Solids
Total Suspended
Solids
CAS RN
74-82-8
NO2-NO3
7440-09-7
7440-23-5
14808-79-8
18496-25-8
TOC
TDS
TSS
Fraction
N
N
T
T
N
N
N
N
N
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
NS
NS
NS
NS
250000
NS
NS
500000
NS
IMAC*
NS
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
A13-4SL
7/16/2015
9160
11 J
12000
5000 U
241000
100 U
3300
595000
26300
AB-4S
7/15/2015
135
11 J-
7900
13300
180000
100 U
900 J
2340000
8100
A13-5SL
7/14/2015
9780
20 U
22000
13800
209000 J+
100 U
560 J
2880000
30500
AB-5S
7/15/2015
1.4 J+
20 UJ
7750
11200
246000
100 U
530 J
1110000
2500 U
A13-6SL
7/9/2015
20400
20 U
5050
4280 J
2000
100 U
3100
191000
11200
AB-6S
7/8/2015
155
42
4230 J
7490
16000
100 U
1700
92000
2500 U
AB-7S
6/16/2015
NA
40
9470
14300
395000
100 U
1400
887000
25300
AB-7S
7/13/2015
520
20 U
25000 U
25000 U
439000
100 U
1400
900000
11900
AB-8SL
6/17/2015
16000
20 U
11400
2580 J
165000 M1
200 U
3100
1 472000
2500 U
AB-8S
6/16/2015
1 83
1 20 U
1 11200
1 10400
1 47200
1 100 U
1 1200
1 242000
1 2500 U
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of
North Carolina, lists Interim Maximum Allowable Concentrations
(IMACs). The IMACs were issued in 2010 and 2011, however
NCDENR has not established a 02L standard for these constituents
as described in 15A NCAC 02L.0202(c). For this reason, IMACs are
noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 5 of 5

Table 7-6. Ash Sample Results - SPLP
Analyte
Aluminum
Antimony
Arsenic
Barium
Beryllium
Boron
Cadmium
Chromium
Cobalt
Copper
CAS RN
7429-90-5
7440-36-0
7440-38-2
7440-39-3
7440-41-7
7440-42-8
7440-43-9
7440-47-3
7440-48-4
7440-50-8
Fraction
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
NS
NS
10
700
NS
700
2
10
NS
1000
IMAC*
NS
1
NS
NS
4
NS
NS
NS
1
NS
Sample Name
Sample Date
AB-5GTB(22-24)
6/11/2015
759
1.9
76.6
263
0.19 J
378
0.15
4.8 J+
0.43 J
3.7 J+
AB-5GTB(44-46)
6/11/2015
1 2350 J+
5.5
1 82.4
148
0.31
1 394
0.15
12.2
1 0.52
11.1
AB-7SL(15)
4/2/2015
1 64.4
1 2.5 U
14
260
1 U
1 86.5
0.86
2.5 U
1 9.1
9
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs).
The IMACs were issued in 2010 and 2011, however NCDENR has not
established a 02L standard for these constituents as described in 15A
NCAC 02L.0202(c). For this reason, IMACs are noted in this report for
reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration. biased low.
Belews Creek Steam Station
Page 1 of 3

Table 7-6. Ash Sample Results - SPLP
Analyte
Iron
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Strontium
Thallium
Vanadium
CAS RN
7439-89-6
7439-92-1
7439-96-5
7439-97-6
7439-98-7
7440-02-0
7782-49-2
7440-24-6
7440-28-0
7440-62-2
Fraction
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
300
15
50
1
NS
100
20
NS
NS
NS
IMAC*
NS
NS
NS
NS
NS
NS
NS
NS
0.2
0.3
Sample Name
Sample Date
AB-5GTB(22-24)
6/11/2015
152 J+
0.54 J+
5.9 J+
0.2 U
3.9
1.7 J+
31.5
108
0.19
56
AB-5GTB(44-46)
6/11/2015
1 236 J+
1.5
1 3.4 J+
0.6 U
5
1 1.8 J+
55.5
202 J+
1 0.3
156
AB-7SL(15)
4/2/2015
1 250 U
1 0.5 U
1 227
1 0.2 U
1 2.5 U
1 9.8
1 3.9
1 27.4
1 0.5 U
5 U
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs).
The IMACs were issued in 2010 and 2011, however NCDENR has not
established a 02L standard for these constituents as described in 15A
NCAC 02L.0202(c). For this reason, IMACs are noted in this report for
reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration. biased low.
Belews Creek Steam Station
Page 2 of 3

Table 7-6. Ash Sample Results - SPLP
Analyte
Zinc
Calcium
Chloride
Magnesium
Nitrate
Potassium
Sodium
Sulfate
pH (field)
CAS RN
7440-66-6
7440-70-2
16887-00-6
7439-95-4
14797-55-8
7440-09-7
7440-23-5
14808-79-8
PH
Fraction
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
PH
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
Std. Units
15A NCAC 02L STANDARD
1000
NS
250000
NS
10000
NS
NS
250000
6.5 - 8.5
IMAC*
NS
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
AB-5GTB(22-24)
6/11/2015
98.7
12100
8200
1410
200 UJ
221 J+
655
4500 J+
8 J
AB-5GTB(44-46)
6/11/2015
1 40.4
11400 J+
5000 U
156 J+
200 UJ
294 J+
1440
10800 J+
7.9 J
AB-7SL(15)
4/2/2015
1 139
1 2090
1 6800 U
1 590
1 270 UJ
1 242 J
1 1470
1 11300
1 5.8 J
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs).
The IMACs were issued in 2010 and 2011, however NCDENR has not
established a 02L standard for these constituents as described in 15A
NCAC 02L.0202(c). For this reason, IMACs are noted in this report for
reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration. biased low.
Belews Creek Steam Station
Page 3 of 3

Table 7-7. Surface Water Sample Results - Speciation
Analyte
As(III)
As(V)
Chromium (VI)
Fe(II)
Fe(III)
Mn(II)
Mn(IV)
Se(IV)
Se(VI)
CAS RN
7784-46-5
10103-60-3
18540-29-9
1345-25-1
1309-37-1
1344-43-0
1313-13-9
10102-18-8
13410-01-0
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
Sample Name
Sample Date
SW-AB1
6/15/2015
1.83
1.55
0.333
12.1 J+
2 J+
54
14.5
1.52
1.23
SW-AB9
6/15/2015
0.99
1.38
0.03
41.1
43.5 J+
1.6 J+
23.2
0.5 U
0.5 U
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 1 of 1

Table 7-8. Surface Water Field Parameters
Well ID
Date Collected
Time Collected
Temp (°C)
pH (SU)
Specific Cond. (pS)
Diss. Oxy (mg/L)
ORP/Redox (mV)
Turbidity (NTU)
Notes
SW-AB1
6/15/2015
14:20
34.2
8.05
1810
6.03
122
2.7
-
SW-AB2
6/11/2015
15:20
31.5
8.02
1770
5.8
197
3
-
SW-AB3
-
-
-
-
-
-
-
-
Inaccessible - Not Sampled
SW-AB4
6/11/2015
16:30
31
6.94
620
3.45
202
1.9
-
SW-AB5
6/12/2015
12:20
29.3
8.28
610
9.35
152
1
-
SW-AB6
6/11/2015
12:15
18.9
8.28
163
8.51
189
1.9
-
SW-AB7
6/11/2015
10:15
28.5
7.39
65
6.11
200.8
3.5
-
SW-AB8
6/10/2015
15:15
31
7.5
67
7.31
313
1.5
-
SW-AB9
6/15/2015
15:20
32.1
8.28
6.91
114
114
1.2
-
Belews Creek Steam Station
Page 1 of 1

Table 7-9. Ash Basin Porewater Sample Results - Speciation
Analyte
Arsenic
As(III)
As(V)
Chromium
Chromium (VI)
Chromium (VI)
Fe(II)
Fe(III)
Iron
CAS RN
7440-38-2
7784-46-5
10103-60-3
7440-47-3
18540-29-9
18540-29-9
1345-25-1
1309-37-1
7439-89-6
Fraction
T
T
T
T
D
T
T
T
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
Sample Name
Sample Date
AB-4SL
7/16/2015
48.7
2.56 J+
46.1
1.06 J+
0.02 U
NA
30 UJ
NA
100 U
AB-4S
7/15/2015
59.2
67.1 J+
7.5 U
0.309 J+
0.02 U
NA
408 J-
NA
5150
AB-5SL
7/14/2015
41.7 J+
4.95 J+
36.7 J+
3.49 J+
0.02 U
NA
30 U
NA
1430
AB-5S
7/15/2015
71.7
84.4 J+
7.5 U
0.82 J+
0.02 U
NA
30.2 J-
NA
239
AB-6SL
7/9/2015
5.22 J+
5.78 J+
0.5 U
0.632 J+
NA
NA
560 J-
NA
3580 J+
AB-6S
7/8/2015
6.44 J+
5.83 J+
0.608 J+
1.39 J+
NA
NA
110 J+
NA
726 J+
AB-7S
6/16/2015
NA
11.4
3.69
NA
NA
0.05 U
83800
3980
NA
AB-8SL
7/13/2015
120 J+
32.7 J+
87.3 J+
1.61
1 0.02 U
NA
30 U
NA
150
AMS
6/16/2015
1 NA
1 21
1 2.76
NA
I NA
1 0.05 U
1 4760
357
NA
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 1 of 2

Table 7-9. Ash Basin Porewater Sample Results - Speciation
Analyte
Manganese
Manganese
Mn(II)
Mn(IV)
Se(IV)
Se(VI)
CAS RN
7439-96-5
7439-96-5
1344-43-0
1313-13-9
10102-18-8
13410-01-0
Fraction
D
T
T
T
T
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
Sample Name
Sample Date
AB-4SL
7/16/2015
2 U
2 U
NA
NA
11.3
22.2
AB-4S
7/15/2015
375
387
NA
NA
2 U
2 U
AB-5SL
7/14/2015
0.674 J+
1.52 J+
NA
NA
2.21
2 U
AB-5S
7/15/2015
543
644
NA
NA
2 U
2 U
AB-6SL
7/9/2015
186
177
NA
NA
2 U
2 UJ
AB-6S
7/8/2015
9.78 J+
11.7 J+
NA
NA
2 U
0.686 J
AB-7S
6/16/2015
NA
NA
8150
234
0.5 U
0.5 U
AB-8SL
7/13/2015
i 3.64
1 1.63 J+
I NA
NA
8.15
1.07 J
AB-8S
6/16/2015
1 NA
I NA
1 119
1 U
0.5 U
0.5 U
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 2 of 2

Table 7-10. Ash Basin Seep Sample Results - Totals
Analyte
Aluminum
Aluminum
Antimony
Antimony
Arsenic
Arsenic
Barium
Barium
Beryllium
Beryllium
Boron
Boron
CAS RN
7429-90-5
7429-90-5
7440-36-0
7440-36-0
7440-38-2
7440-38-2
7440-39-3
7440-39-3
7440-41-7
7440-41-7
7440-42-8
7440-42-8
Fraction
D
T
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
NS
NS
NS
NS
10
10
700
700
NS
NS
700
700
IMAC*
NS
NS
1
1
NS
NS
NS
NS
4
4
NS
NS
Sample Name
Sample Date
S-6
7/17/2015
NA
NA
0.3 J
0.69
1.8
5.3
71
91
0.2 U
0.12 J
3300
3900
S-10
7/17/2015
NA
NA
0.5 U
0.5 U
0.64
0.66
300
300
2.2
2.2
7500
7200 J+
S-11
7/17/2015
NA
NA
0.5 U
0.5 U
2.4
2.8
250
250
0.81
0.8
9800 J+
9400
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
`NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of
North Carolina, lists Interim Maximum Allowable Concentrations
(IMACs). The IMACs were issued in 2010 and 2011, however
NCDENR has not established a 02L standard for these constituents
as described in 15A NCAC 02L.0202(c). For this reason, IMACs are
noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration. biased low.
Belews Creek Steam Station
Page 1 of 5

Table 7-10. Ash Basin Seep Sample Results - Totals
Analyte
Cadmium
Cadmium
Chromium
Chromium
Cobalt
Cobalt
Copper
Copper
Iron
Iron
Lead
Lead
CAS RN
7440-43-9
7440-43-9
7440-47-3
7440-47-3
7440-48-4
7440-48-4
7440-50-8
7440-50-8
7439-89-6
7439-89-6
7439-92-1
7439-92-1
Fraction
D
T
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
2
2
10
10
NS
NS
1000
1000
300
300
15
15
IMAC*
NS
NS
NS
NS
1
1
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
S-6
7/17/2015
0.08 U
0.058 J
0.45 J
1.9
0.45 J
1.1
0.22 J
2.3
NA
NA
0.1 U
1.5
S-10
7/17/2015
1.1
1.2
0.5 U
0.24 J
13.6
13.5
1 U
0.72 J
NA
NA
0.1 U
0.1 U
S-11
7/17/2015
0.62
0.66
0.28 J
0.36 J
72.6
74.8
0.53 J
0.34 J
NA
NA
0.1 U
0.1 U
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
INS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
`NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of
North Carolina, lists Interim Maximum Allowable Concentrations
(IMACs). The IMACs were issued in 2010 and 2011, however
NCDENR has not established a 02L standard for these constituents
as described in 15A NCAC 02L.0202(c). For this reason, IMACs are
noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration. biased low.
Belews Creek Steam Station
Page 2 of 5

Table 7-10. Ash Basin Seep Sample Results - Totals
Analyte
Manganese
Manganese
Mercury
Mercury
Molybdenum
Molybdenum
Nickel
Nickel
Selenium
Selenium
Strontium
Strontium
CAS RN
7439-96-5
7439-96-5
7439-97-6
7439-97-6
7439-98-7
7439-98-7
7440-02-0
7440-02-0
7782-49-2
7782-49-2
7440-24-6
7440-24-6
Fraction
D
T
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
50
50
1
1
NS
NS
100
100
20
20
NS
NS
IMAC*
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
S-6
7/17/2015
300
440
NA
0.00182
3.9
8.1
0.9
2
1.1
1.6
410
480
S-10
7/17/2015
5400
5300 J+
NA
0.0264
0.5 U
0.5 U
13.4
13.5
0.45 J
0.35 J
840
840
S-11
7/17/2015
8700 J-
8500
NA
0.0131
0.5 U
0.5 U
12.2
12.9
3.3
4.3
680
670
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
`NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of
North Carolina, lists Interim Maximum Allowable Concentrations
(IMACs). The IMACs were issued in 2010 and 2011, however
NCDENR has not established a 02L standard for these constituents
as described in 15A NCAC 02L.0202(c). For this reason, IMACs are
noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration. biased low.
Belews Creek Steam Station
Page 3 of 5

Table 7-10. Ash Basin Seep Sample Results - Totals
Analyte
Thallium
Thallium
Vanadium
Vanadium
Zinc
Zinc
Alkalinity, HCO3
Alkalinity, CO3
Alkalinity, lab
Calcium
Chloride
Magnesium
CAS RN
7440-28-0
7440-28-0
7440-62-2
7440-62-2
7440-66-6
7440-66-6
ALK-HCO3
ALK-0O3
ALK-LAB
7440-70-2
16887-00-6
7439-95-4
Fraction
D
T
D
T
D
T
N
N
N
T
N
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
NS
NS
NS
NS
1000
1000
NS
NS
NS
NS
250000
NS
IMAC*
0.2
0.2
0.3
0.3
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
S-6
7/17/2015
0.077 J
0.22
2.6
9
4.5 J
14
66600
5000 U
66600
84300
140000
22000
S-10
7/17/2015
0.37
0.39 J+
1 U
1 U
6.2 J
6.1 J
2200 J
5000 U
2200 J
110000
414000
68700
S-11
7/17/2015
0.39
0.41 J+
1 U
1 U
9.2 J
9.1 J
4800 J
5000 U
4800 J
172000
434000
50900
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
`NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of
North Carolina, lists Interim Maximum Allowable Concentrations
(IMACs). The IMACs were issued in 2010 and 2011, however
NCDENR has not established a 02L standard for these constituents
as described in 15A NCAC 02L.0202(c). For this reason, IMACs are
noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration. biased low.
Belews Creek Steam Station
Page 4 of 5

Table 7-10. Ash Basin Seep Sample Results - Totals
Analyte
Methane
Nitrogen, NO2 plus
NO3
Potassium
Sodium
Sulfate
Sulfide
Total Organic
Carbon
Total Dissolved
Solids
Total Suspended
Solids
CAS RN
74-82-8
NO2-NO3
7440-09-7
7440-23-5
14808-79-8
18496-25-8
TOC
TDS
TSS
Fraction
N
N
T
T
N
N
N
N
N
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
NS
NS
NS
NS
250000
NS
NS
500000
NS
IMAC*
NS
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
S-6
7/17/2015
80.2
250
6410
13900
42900
100 U
2100
509000
2700
S-10
7/17/2015
9.6 J
300
8860
20600
16100
100 U
900 J
1050000
2500 U
S-11
7/17/2015
3 J+
41
5130
13800
97000
100 U
3000
1170000
5600 U
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
`NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of
North Carolina, lists Interim Maximum Allowable Concentrations
(IMACs). The IMACs were issued in 2010 and 2011, however
NCDENR has not established a 02L standard for these constituents
as described in 15A NCAC 02L.0202(c). For this reason, IMACs are
noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration. biased low.
Belews Creek Steam Station
Page 5 of 5

Table 7-11. Ash Basin Seep Sample Results - Speciation
Analyte
As(III)
As(V)
Chromium (VI)
Fe(II)
Fe(III)
Mn(II)
Mn(IV)
Se(IV)
Se(VI)
CAS RN
7784-46-5
10103-60-3
18540-29-9
1345-25-1
1309-37-1
1344-43-0
1313-13-9
10102-18-8
13410-01-0
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
Sample Name
Sample Date
S-6
7/17/2015
0.335 J+
1.74
0.062
212
497
365
5
2 U
2 U
S-10
7/17/2015
0.5 U
0.559
0.02 U
1260
150
5150
1100
2 U
2 U
S-11
7/17/2015
0.5 U
0.667
0.02 U
1260
220
10900
600
2 U
2 U
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 1 of 1

Table 7-12. NCDENR March 2014 Sampling Results - Totals
NCDENR Regional
Office Table Sample ID
Division of Water
Resources Lab
Number
Latitude (°)
Longitude (°)
Appropriate Water Quality
Standard
Temp.
CC)
pH
(SU)
Dissolved
Oxygen
(mg/L)
Dissolved
Oxygen (%
Saturation)
Specific
Conductance
(uu/cm)
Turbidity
(NTU)
ORP
(mV)
Flow (gpm)
Aluminum
(Ng/L)
Antimony
(Ng/L)
Arsenic
(Ng/L)
Barium
(Ng/L)
GW - 2L
NE
6.5-8.5
NE
NE
NE
NE
NE
NE
NE
1
10
700
SW - 2B (Class WS)
NE
6.0-9.0
> 6.0
NE
NE
NE
NE
NE
87
5.6
10
1000
HD-21
AC06019
36.29740581
-80.07442186
GW
11.8
5.09
6.55
N/A
1509
N/A
N/A
8.45344
130
< 10
8.8
300
HD-26
AC06020
36.29737236
-80.07469492
GW
11.3
5.48
8.05
N/A
78.7
N/A
N/A
0.211336
< 50
< 10
< 2.0
30
TF3
AC06021
36.29753892
-80.07424772
GW
13.3
5.44
8.3
N/A
1502
N/A
N/A
2.4 inches'
280
< 10
8.9
350
TF2
AC06022
36.29744624
-80.07609579
GW
11.8
5.32
6.39
N/A
1683
N/A
N/A
2.8 inches*
110
< 10
10
230
TF1
AC06023
36.29748574
-80.07608171
GW
11.9
5.3
6.89
N/A
1740
N/A
N/A
2.9 inches'
95
< 10
12
210
HD-11A
AC06024
36.29751773
-80.0759519
GW
13.6
5.76
6.55
N/A
1865
N/A
N/A
0.634008
< 50
< 10
9.9
240
HD-7A
AC06025
36.29759068
-80.07563587
GW
11.4
5.4
2.18
N/A
1815
N/A
N/A
7.9251
330
< 10
11
280
ABW
AC06026
36.29782117
-80.07556825
SW
13.2
5.81
9.03
N/A
1478
N/A
N/A
N/A
130
< 10
8.2
270
003
AC06027
36.30076895
-80.07624873
SW
9.2
7.52
11.2
N/A
1889
N/A
N/A
N/A
140
< 10
12
100
BCSW008
AC06655
36.27392843
-80.05996946
SW
8.3
6.19
6.6
N/A
526
N/A
N/A
N/A
130
< 10
< 2.0
53
BCSWBWGY
AC06656
N/A
N/A
SW
6.3
6.9
11.24
N/A
478
N/A
N/A
N/A
< 50
< 10
< 2.0
57
BCSW007
AC06657
36.27837895
-80.05591381
SW
12.5
7.3
10.6
N/A
282
N/A
N/A
N/A
< 50
< 10
< 2.0
50
BCSW018A
AC06741
36.27825018
-80.06672666
SW
3.9
6.95
12.4
N/A
1407
N/A
N/A
N/A
280
< 10
5
47
BCSW019
AC06742
36.27744256
-80.07167786
SW
7.7
6.6
11
N/A
303
N/A
N/A
N/A
100
< 10
< 2.0
28
BCWW002
AC06743
36.2855478
-80.06495082
SW
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
110
50 P
220
530
Notes:
1. Results from North Carolina Division of Water Quality, NC Division of Water Resources, and Pace Analytical
Laboratory, Inc, from samples collected by NCDENR in mid -March 2014
2. SW - 2B (Class WS) refers to the Class WS standards found in 15A NCAC 2B .0200 Surface Water and
Wetlands Standards last amended January 1, 2015
3. NE indicates that a standard has not been established for that parameter
4. N/A means that the constituent was not analyzed at that seep
5. Highlighted cells signify an exceedance of a 2L or 213 standard; the color corresponds with the
relevant standard
6. Concentrations presented in micrograms per liter (Ng/L) or milligrams per liter (mg/L)
7. Temperature reported in degrees centigrade
8. pH reported in standard units (SU)
9. u indicates the unit "mho" the reciprocal of ohm
10. NTU indicates Nephalometric Turbidity Units
11. mV indicates millivolts
12. gpm signifies gallons per minute
13. GW - 2L refers to the Class GA standards found in 15A NCAC 02L .0202 Groundwater Quality Standards,
last amended April 1, 2013
14. "<" indicates a sample less than the laboratory practical quantitation (PQL) limit
15. P indicates an elevated PQL due to matrix interference or dilution factor not equal to one
16. J2 indicates that the reported value is estimated as it did not meet relevant quality controls for precision
or accuracy
17. J3 indicates that the reported value is estimated as the sample matrix interfered with accurate determination
18. Analytical results in this table provided to Duke Energy by NCDENR
Belews Creek Steam Station
Page 1 of 4

Table 7-12. NCDENR March 2014 Sampling Results - Totals
NCDENR Regional
Office Table Sample ID
Division of Water
Resources Lab
Number
Latitude (°)
Longitude (°)
Appropriate Water Quality
Standard
Boron
(pg/L)
Bromide
(mg/L)
Cadmium
(Ng/L)
Calcium
(mg/L)
Chloride
(mg/L)
Chromium
(Ng/L)
Copper
(Ng/L)
Fluoride
(mg/L)
Iron
(pg/L)
Lead
(Ng/L)
Magnesium
(mg/L)
Manganese
(Ng/L)
GW - 2L
700
NE
2
NE
250
10
1000
2
300
15
NE
50
SW - 213 (Class WS)
NE
NE
2
NE
250
50
7
1.8
NE
25
NE
NE
HD-21
AC06019
36.29740581
-80.07442186
GW
6900
N/A
2.6
160
490
< 10
< 2.0
< 0.4
930
< 2.0
59
26000
HD-26
AC06020
36.29737236
-80.07469492
GW
60
N/A
< 0.50
0.97
16
< 10
< 2.0
< 0.4
1800
< 2.0
1.1
1200
TF3
AC06021
36.29753892
-80.07424772
GW
6900
N/A
2.6
150
460
< 10
< 2.0
< 0.4
700
< 2.0
55
21000
TF2
AC06022
36.29744624
-80.07609579
GW
11000
N/A
< 0.50
220
480
< 10
< 2.0
< 0.4
140
< 2.0
54
6100
TF1
AC06023
36.29748574
-80.07608171
GW
11000
N/A
< 0.50
230
520
< 10
< 2.0
< 0.4
100
< 2.0
55
5300
HD-11A
AC06024
36.29751773
-80.0759519
GW
13000
N/A
< 0.50
250
520
< 10
< 2.0
< 0.4
< 50
< 2.0
59
5400
HD-7A
AC06025
36.29759068
-80.07563587
GW
13000
N/A
0.89
230
500
< 10
< 2.0
< 0.4
190
< 2.0
60
11000
ABW
AC06026
36.29782117
-80.07556825
SW
8400
N/A
0.66
170
430
< 10
< 2.0
< 0.4
1000
< 2.0
51
8400
003
AC06027
36.30076895
-80.07624873
SW
15000
N/A
< 0.50
250
510
< 10
< 2.0
< 0.4
170
< 2.0
67
440
BCSW008
AC06655
36.27392843
-80.05996946
SW
< 50
< 10 P
< 0.50
100
4.6
< 10
< 2.0
< 0.4
11000
< 2.0
9.3
1100
BCSWBWGY
AC06656
N/A
N/A
SW
< 50
< 10 P
< 0.50
84
3.7
< 10
< 2.0
< 0.4
1300
< 2.0
7
290
BCSW007
AC06657
36.27837895
-80.05591381
SW
160
< 10 P
< 0.50
34
4.5
< 10
< 2.0
< 0.4
590
< 2.0
6.8
270
BCSW018A
AC06741
36.27825018
-80.06672666
SW
5900
< 1.0
5.3
140
17
< 10
< 2.0
< 0.4
350
< 2.0
96
3000
BCSW019
AC06742
36.27744256
-80.07167786
SW
790
< 1.0
< 0.50
26
5.6
< 10
< 2.0
< 0.4
490
< 2.0
15
280
BCWW002
AC06743
36.2855478
-80.06495082
SW
280000
260
< 0.50
5600
12000
100 P
< 2.0
250 J3
1 53
1 < 2.0
1700
7900
Notes:
1. Results from North Carolina Division of Water Quality, NC Division of Water Resources, and Pace Analytical
Laboratory, Inc, from samples collected by NCDENR in mid -March 2014
2. SW - 2B (Class WS) refers to the Class WS standards found in 15A NCAC 2B .0200 Surface Water and
Wetlands Standards last amended January 1, 2015
3. NE indicates that a standard has not been established for that parameter
4. N/A means that the constituent was not analyzed at that seep
5. Highlighted cells signify an exceedance of a 2L or 2B standard; the color corresponds with the
relevant standard
6. Concentrations presented in micrograms per liter (Ng/L) or milligrams per liter (mg/L)
7. Temperature reported in degrees centigrade
8. pH reported in standard units (SU)
9. U indicates the unit "mho" the reciprocal of ohm
10. NTU indicates Nephalometric Turbidity Units
11. mV indicates millivolts
12. gpm signifies gallons per minute
13. GW - 2L refers to the Class GA standards found in 15A NCAC 02L .0202 Groundwater Quality Standards,
last amended April 1, 2013
14. "<" indicates a sample less than the laboratory practical quantitation (PQL) limit
15. P indicates an elevated PQL due to matrix interference or dilution factor not equal to one
16. J2 indicates that the reported value is estimated as it did not meet relevant quality controls for precision
or accuracy
17. J3 indicates that the reported value is estimated as the sample matrix interfered with accurate determination
18. Analytical results in this table provided to Duke Energy by NCDENR
Belews Creek Steam Station
Page 2 of 4

Table 7-12. NCDENR March 2014 Sampling Results - Totals
NCDENR Regional
Office Table Sample ID
Division of Water
Resources Lab
Number
Latitude (°)
Longitude (°)
Appropriate Water Quality
Standard
Molybdenum
(pg/L)
Nickel
(pg/L)
Potassium
(mg/L)
Selenium
(pg/L)
Sodium
(mg/L)
Strontium
(pg/L)
Sulfate
(mg/L)
Thallium
(pg/L)
TDS
(mg/L)
Zinc
(pg/L)
Alk
(mg/L)
Bicarb
(mg/L)
GW - 2L
NE
100
20
NE
NE
250
0.2
500
1
NE
NE
SW - 2B (Class WS)
NE
25
5
NE
14000
250
0.24
500
0.05
NE
NE
HD-21
AC06019
36.29740581
-80.07442186
GW
< 10
43
N/A
27
N/A
860
< 2.0
< 2.0
1180
47
N/A
N/A
HD-26
AC06020
36.29737236
-80.07469492
GW
< 10
2
N/A
< 5.0
N/A
< 10
< 2.0
< 2.0
34
10
N/A
N/A
TF3
AC06021
36.29753892
-80.07424772
GW
< 10
32
N/A
27
N/A
810
< 2.0
< 2.0
848
50
N/A
N/A
TF2
AC06022
36.29744624
-80.07609579
GW
< 10
12
N/A
32
N/A
770
110
< 2.0
1100
35
N/A
N/A
TF1
AC06023
36.29748574
-80.07608171
GW
< 10
4.7
N/A
35
N/A
780
120
< 2.0
998 J3
36
N/A
N/A
HD-11A
AC06024
36.29751773
-80.0759519
GW
< 10
< 2.0
N/A
31
N/A
950
120
< 2.0
1130
39
N/A
N/A
HD-7A
AC06025
36.29759068
-80.07563587
GW
< 10
16
N/A
32
N/A
1100
120
< 2.0
1100
44
N/A
N/A
ABW
AC06026
36.29782117
-80.07556825
SW
< 10
16
N/A
24
N/A
740
76
< 2.0
879
44
N/A
N/A
003
AC06027
36.30076895
-80.07624873
SW
16
16
N/A
38
N/A
910
150
< 2.0
1100
49
N/A
N/A
BCSW008
AC06655
36.27392843
-80.05996946
SW
< 10
5.5
N/A
< 5.0
N/A
120
340
< 2.0
444
N/A
N/A
N/A
BCSWBWGY
AC06656
N/A
N/A
SW
< 10
< 2.0
N/A
< 5.0
N/A
100
180
< 2.0
350
N/A
N/A
N/A
BCSW007
AC06657
36.27837895
-80.05591381
SW
< 10
< 2.0
N/A
< 5.0
N/A
92
86
< 2.0
202
N/A
N/A
N/A
BCSW018A
AC06741
36.27825018
-80.06672666
SW
< 10
69
N/A
27
N/A
590
680
< 2.0
1130
N/A
N/A
N/A
BCSW019
AC06742
36.27744256
-80.07167786
SW
< 10
< 2.0
N/A
< 5.0
N/A
88
110
< 2.0
221
N/A
N/A
N/A
BCWW002
AC06743
36.2855478
-80.06495082
SW
50 P
20 P
N/A
740
N/A
17000
1600
lop
24200 J3
N/A
N/A
N/A
Notes:
1. Results from North Carolina Division of Water Quality, NC Division of Water Resources, and Pace Analytical
Laboratory, Inc, from samples collected by NCDENR in mid -March 2014
2. SW - 2B (Class WS) refers to the Class WS standards found in 15A NCAC 2B .0200 Surface Water and
Wetlands Standards last amended January 1, 2015
3. NE indicates that a standard has not been established for that parameter
4. N/A means that the constituent was not analyzed at that seep
5. Highlighted cells signify an exceedance of a 2L or 2B standard; the color corresponds with the
relevant standard
6. Concentrations presented in micrograms per liter (pg/L) or milligrams per liter (mg/L)
7. Temperature reported in degrees centigrade
8. pH reported in standard units (SU)
9. U indicates the unit "mho" the reciprocal of ohm
10. NTU indicates Nephalometric Turbidity Units
11. mV indicates millivolts
12. gpm signifies gallons per minute
13. GW - 2L refers to the Class GA standards found in 15A NCAC 02L .0202 Groundwater Quality Standards,
last amended April 1, 2013
14. "<" indicates a sample less than the laboratory practical quantitation (PQL) limit
15. P indicates an elevated PQL due to matrix interference or dilution factor not equal to one
16. J2 indicates that the reported value is estimated as it did not meet relevant quality controls for precision
or accuracy
17. J3 indicates that the reported value is estimated as the sample matrix interfered with accurate determination
18. Analytical results in this table provided to Duke Energy by NCDENR
Belews Creek Steam Station
Page 3 of 4

Table 7-12. NCDENR March 2014 Sampling Results - Totals
NCDENR Regional
Office Table Sample ID
Division of Water
Resources Lab
Number
Latitude (°)
Longitude (°)
Appropriate Water Quality
Standard
Carbonate
(mg/L)
GW - 2L
NE
SW - 2B (Class WS)
NE
HD-21
AC06019
36.29740581
-80.07442186
GW
N/A
HD-26
AC06020
36.29737236
-80.07469492
GW
N/A
TF3
AC06021
36.29753892
-80.07424772
GW
N/A
TF2
AC06022
36.29744624
-80.07609579
GW
N/A
TF1
AC06023
36.29748574
-80.07608171
GW
N/A
HD-11A
AC06024
36.29751773
-80.0759519
GW
N/A
HD-7A
AC06025
36.29759068
-80.07563587
GW
N/A
ABW
AC06026
36.29782117
-80.07556825
SW
N/A
003
AC06027
36.30076895
-80.07624873
SW
N/A
BCSW008
AC06655
36.27392843
-80.05996946
SW
N/A
BCSWBWGY
AC06656
N/A
N/A
SW
N/A
BCSW007
AC06657
36.27837895
-80.05591381
SW
N/A
BCSW018A
AC06741
36.27825018
-80.06672666
SW
N/A
BCSW019
AC06742
36.27744256
-80.07167786
SW
N/A
BCWW002
AC06743
36.2855478
-80.06495082
SW
N/A
Notes:
1. Results from North Carolina Division of Water Quality, NC Division of Water Resources, and Pace Analytical
Laboratory, Inc, from samples collected by NCDENR in mid -March 2014
2. SW - 2B (Class WS) refers to the Class WS standards found in 15A NCAC 2B .0200 Surface Water and
Wetlands Standards last amended January 1, 2015
3. NE indicates that a standard has not been established for that parameter
4. N/A means that the constituent was not analyzed at that seep
5. Highlighted cells signify an exceedance of a 2L or 2B standard; the color corresponds with the
relevant standard
6. Concentrations presented in micrograms per liter (Ng/L) or milligrams per liter (mg/L)
7. Temperature reported in degrees centigrade
8. pH reported in standard units (SU)
9. U indicates the unit "mho" the reciprocal of ohm
10. NTU indicates Nephalometric Turbidity Units
11. mV indicates millivolts
12. gpm signifies gallons per minute
13. GW - 2L refers to the Class GA standards found in 15A NCAC 02L .0202 Groundwater Quality Standards,
last amended April 1, 2013
14. "<" indicates a sample less than the laboratory practical quantitation (PQL) limit
15. P indicates an elevated PQL due to matrix interference or dilution factor not equal to one
16. J2 indicates that the reported value is estimated as it did not meet relevant quality controls for precision
or accuracy
17. J3 indicates that the reported value is estimated as the sample matrix interfered with accurate determination
18. Analytical results in this table provided to Duke Energy by NCDENR
Belews Creek Steam Station
Page 4 of 4

Table 7-13. NCDENR March 2014 Sample Locations Re -Sample Results - Totals
Analyte
Aluminum
Aluminum
Antimony
Antimony
Arsenic
Arsenic
Barium
Barium
Beryllium
Beryllium
Boron
Boron
CAS RN
7429-90-5
7429-90-5
7440-36-0
7440-36-0
7440-38-2
7440-38-2
7440-39-3
7440-39-3
7440-41-7
7440-41-7
7440-42-8
7440-42-8
Fraction
D
T
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/I
ug/I
ug/l
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
NS
NS
NS
NS
10
10
700
700
NS
NS
700
700
IMAC*
NS
NS
1
1
NS
NS
NS
NS
4
4
NS
NS
Sample Name
Sample Date
003
7/17/2015
NA
NA
1.1
1.2
6.4
6.9
73
79
0.19 J
0.23
15600
15700
ABW
7/20/2015
NA
NA
0.5 U
0.5 U
3.1
3.4
240
240
0.94
1.1
9300
9200
BCSW008
7/20/2015
NA
NA
0.5 U
0.5 U
0.14 J
0.19 J
85
88
1.1
1.1
29 J
50 U
BCSW018A
7/20/2015
NA
NA
0.5 U
0.5 U
0.73
0.83
17
19
0.2 U
0.2 U
93
75
BCSW019
7/20/2015
NA
NA
0.5 U
0.5 U
0.14 J
0.23 J
16
18
0.2 U
0.094 J
640
670
BCWW002
7/20/2015
NA
NA
10 U
10 U
2.5 J
3.8 J
210
240
4 U
4 U
147000 J+
251000
HD-7A
7/1712015
NA
NA
0.5 U
0.5 U
3.4
4.5
210
220
0.61
0.71
11600
11000
HD-11A
7/20/2015
NA
NA
0.5 U
0.5 U
2.1
2.2
170
180
0.51
0.55
13800
13200
HD-21
7/17/2015
NA
NA
0.5 U
0.5 U
3.6
4.8
280
280
2
1.9
7000
6700
HD-26
7/17/2015
NA
NA
0.5 U
0.5 U
0.2 J
0.26 J
120
120
0.34
0.34
58
63
TF-1
7/17/2015
NA
NA
0.5 U
0.5 U
5
6.8
180
190
0.55
0.69
13800 J-
12000
TF-1
7/27/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
TF-2
7/17/2015
1 NA
NA
1 0.5 U
1 0.5 U
1 4.2
1 5.6
1 200
1 200
1 0.66
1 0.75
1 11200
1 9700
TF-3
7/20/2015
1 NA
NA
1 0.5 U
1 0.5 U
1 3.6
1 3.6
1 280
1 290
1 2.1
1 2.2
1 7500
17400
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
'NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of
North Carolina, lists Interim Maximum Allowable Concentrations
(IMACs). The IMACs were issued in 2010 and 2011, however
NCDENR has not established a 02L standard for these constituents
as described in 15A NCAC 02L.0202(c). For this reason, IMACs are
noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 1 of 5

Table 7-13. NCDENR March 2014 Sample Locations Re -Sample Results - Totals
Analyte
Cadmium
Cadmium
Chromium
Chromium
Cobalt
Cobalt
Copper
Copper
Iron
Iron
Lead
Lead
CAS RN
7440-43-9
7440-43-9
7440-47-3
7440-47-3
7440-48-4
7440-48-4
7440-50-8
7440-50-8
7439-89-6
7439-89-6
7439-92-1
7439-92-1
Fraction
D
T
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
2
2
10
10
NS
NS
1000
1000
300
300
15
15
IMAC*
NS
NS
NS
NS
1
1
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
003
7/17/2015
0.055 J
0.12 J+
0.5 UJ
1.1
0.23 J
2.2
0.94 J
1.3
NA
NA
0.1 U
0.08 J+
ABW
7/20/2015
0.66
0.66
0.47 J
0.2 J
74.2
75.5
1.2
0.36 J
NA
NA
0.054 J
0.079 J
BCSW008
7/20/2015
0.068 J
0.077 J
0.27 J+
0.31 J
4.4
4.1
0.81 J+
0.38 J
NA
NA
0.1 U
0.1 U
BCSW018A
7/20/2015
0.08 U
0.08 U
0.37 J+
0.32 J
0.5 U
0.5 U
2.1 J+
1.2
NA
NA
0.1 U
0.15
BCSW019
7/20/2015
0.08 U
0.08 U
0.39 J+
0.57
0.21 J
0.3 J
0.91 J+
3.7
NA
NA
0.1 U
0.14
BCWW002
7/20/2015
1.6 U
1.6 U
10 U
10 U
10 U
10 U
20 U
20 U
NA
NA
2 U
2 U
HD-7A
7/17/2015
0.71
0.72
0.5 U
0.5 U
65.1
66
0.54 J
0.45 J+
NA
NA
0.57
0.47
HD-11A
7/20/2015
0.36
0.38
0.42 J
0.99
31.3
30.4
1.7
0.4 J
NA
NA
0.1 U
0.1 U
HD-21
7/17/2015
1.5
1.5
0.25 J
0.5 U
260
268
0.83 J
0.55 J+
NA
NA
0.51
0.56
HD-26
7/17/2015
0.18
0.18
0.27 J
0.45 J
122
119
0.75 J
0.77 J+
NA
NA
1.1
1.2
TF-1
7/17/2015
0.26
0.3
0.5 U
0.37 J
42.3
44.2
0.79 J
0.68 J+
NA
NA
0.16
0.36 J
TF-1
7/27/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
TF-2
7/17/2015
0.33
0.36
0.18 J
0.33 J
39.9
41.5
0.73 J
0.63 J+
NA
NA
0.16
0.24 J
TF-3
7/20/2015
1.9
2
0.22 J
0.29 J
191
193
1.9
0.54 J
NA
NA
0.31
0.38
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
'NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of
North Carolina, lists Interim Maximum Allowable Concentrations
(IMACs). The IMACs were issued in 2010 and 2011, however
NCDENR has not established a 02L standard for these constituents
as described in 15A NCAC 02L.0202(c). For this reason, IMACs are
noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 2 of 5

Table 7-13. NCDENR March 2014 Sample Locations Re -Sample Results - Totals
Analyte
Manganese
Manganese
Mercury
Mercury
Molybdenum
Molybdenum
Nickel
Nickel
Selenium
Selenium
Strontium
Strontium
CAS RN
7439-96-5
7439-96-5
7439-97-6
7439-97-6
7439-98-7
7439-98-7
7440-02-0
7440-02-0
7782-49-2
7782-49-2
7440-24-6
7440-24-6
Fraction
D
T
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/I
ug/I
ug/l
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
50
50
1
1
NS
NS
100
100
20
20
NS
NS
IMAC*
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
003
7/17/2015
84
640
NA
0.00156
22.8
23.2
1.5
5.4
5.6
5.9
880
880
ABW
7/20/2015
8300
8400
NA
0.0157
0.5 U
0.5 U
12.3
12.3
3.3
4
660
660
BCSW008
7/20/2015
1300
1300
NA
0.00262
0.5 U
0.5 U
1.1 J+
0.88
0.98
0.97
98
100
BCSW018A
7/20/2015
5 U
13
NA
0.000425 J
1.9
1.8
0.88 J+
0.2 J
0.4 J
0.37 J
71
77
BCSW019
7/20/2015
78
110
NA
0.00133 J+
0.16 J
0.21 J
0.74 J+
0.8
0.36 J
0.39 J
76
86
BCWW002
7/20/2015
3700
5000
NA
0.00561
35.6
12.4
10 U
10 U
10 U
10 U
7300
9900
HD-7A
7/17/2015
7800
7500
NA
0.0174
0.5 U
0.5 U
7.7
8
1.7
5.9
860
770
HD-11A
7/20/2015
4000
4000
NA
0.00385
0.89
0.85
2.7
2.8
3.3
3.8
660
660
HD-21
7/17/2015
27200
27000 J-
NA
0.0112
0.5 U
0.5 U
44
46.7
1.7
7.1
680
670
HD-26
7/17/2015
4200
4200
NA
0.154
0.5 U
0.5 U
8.3
8.8
0.5 U
0.36 J
26
26
TF-1
7/17/2015
3700
3800
NA
NA
0.5 U
0.5 U
4.8
4.9
2.8
11.2
590
600
TF-1
7/27/2015
NA
NA
NA
0.0352
NA
NA
NA
NA
NA
NA
NA
NA
TF-2
7/17/2015
4400
4400
NA
0.0354
0.5 U
0.5 U
4.8
5.1
2.3
9.8
610
600
TF-3
7/20/2015
23100
22700
NA
0.0158
0.5 U
0.5 U
35.8
36.7
4.2
4.8
710
710
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
'NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of
North Carolina, lists Interim Maximum Allowable Concentrations
(IMACs). The IMACs were issued in 2010 and 2011, however
NCDENR has not established a 02L standard for these constituents
as described in 15A NCAC 02L.0202(c). For this reason, IMACs are
noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 3 of 5

Table 7-13. NCDENR March 2014 Sample Locations Re -Sample Results - Totals
Analyte
Thallium
Thallium
Vanadium
Vanadium
Zinc
Zinc
Alkalinity, HCO3
Alkalinity, CO3
Alkalinity, lab
Calcium
Chloride
Magnesium
CAS RN
7440-28-0
7440-28-0
7440-62-2
7440-62-2
7440-66-6
7440-66-6
ALK-HCO3
ALK-0O3
ALK-LAB
7440-70-2
16887-00-6
7439-95-4
Fraction
D
T
D
T
D
T
N
N
N
T
N
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
NS
NS
NS
NS
1000
1000
NS
NS
NS
NS
250000
NS
IMAC*
0.2
0.2
0.3
0.3
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
003
7/17/2015
1.2
1.2
5.5
6.4
10 U
18
26500
5000 U
26500
221000
501000
77000
ABW
7/20/2015
0.36
0.39
1 U
1 U
11
9.2 J
5400
5000 U
5400
180000
426000
49900
BCSWO08
7/20/2015
0.031 J
0.033 J
1 U
1 U
24 J+
25
18000
5000 U
18000
10400
3500
5670
BCSWO18A
7/20/2015
0.021 J
0.021 J
0.95 J
1.5
10 U
10 U
28400
5000 U
28400
7760
7900
3530
BCSWO19
7/20/2015
0.016 J
0.1 U
1 U
0.68 J
8.4 J+
10 U
30600
5000 U
30600
17900
3300
10700
BCWWO02
7/20/2015
2 U
2 U
20 U
20 U
10 U
100 U
49100
5000 U
49100
3080000
4490000
803000
HD-7A
7/17/2015
0.42
0.36
1 U
1 U
8.5 J
6.6 J
6400
5000 U
6400
200000
441000
48900
HD-11A
7/20/2015
0.41
0.42
1 U
1 U
4.3 J
4 J
9900
5000 U
9900
187000
436000
55200
HD-21
7/17/2015
0.58
0.6
1 U
1 U
23
24
3200 J
5000 U
3200 J
147000
438000 J+
51400
HD-26
7/17/2015
0.24
0.25
1 U
1 U
20
19
4200 J
5000 U
4200 J
2520
58900
4200
TF-1
7/17/2015
0.33
0.31 J
1 U
0.38 J
6 J
6.4 J
2300 J
5000 U
2300 J
213000
455000
44900
TF-1
7/27/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
TF-2
7/17/2015
0.36
0.34 J
1 U
1 U
5.5 J
7.5 J
2800 J
5000 U
2800 J
205000
441000
45800
TF-3
7/20/2015
0.49
0.51
1 U
1 U
17
16
2800 J
5000 U
2800 J
157000
436000
52500
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
'NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of
North Carolina, lists Interim Maximum Allowable Concentrations
(IMACs). The IMACs were issued in 2010 and 2011, however
NCDENR has not established a 02L standard for these constituents
as described in 15A NCAC 02L.0202(c). For this reason, IMACs are
noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 4 of 5

Table 7-13. NCDENR March 2014 Sample Locations Re -Sample Results - Totals
Analyte
Methane
Nitrogen, NO2 plus
NO3
Potassium
Sodium
Sulfate
Sulfide
Total Organic
Carbon
Total Dissolved
Solids
Total Suspended
Solids
CAS RN
74-82-8
NO2-NO3
7440-09-7
7440-23-5
14808-79-8
18496-25-8
TOC
TDS
TSS
Fraction
N
N
T
T
N
N
N
N
N
Result Unit
ug/I
ug/l
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
NS
NS
NS
NS
250000
NS
NS
500000
NS
IMAC*
NS
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
003
7/17/2015
10 U
20 U
7080
13200
150000
100 U
3900
14000000
3500
ABW
7/20/2015
4.5 J+
36
5030
13000
79700
100 U
900 J
1340000
2500 U
BCSWO08
7/20/2015
57.5
78
5000 U
8950
54300
100 U
870 J
125000
3000
BCSWO18A
7/20/2015
5.2 J+
20 U
3680 J
7200
8600
100 U
3300
63000
2500 U
BCSWO19
7/20/2015
5.4 J+
150
2880 J
10600
75100
100 U
3300
163000
2500 U
BCWW002
7/20/2015
1.5 J+
450
32000
54300
854000
160 U
20000
13800000
10700
HD-7A
7/17/2015
10 U
20 U
4650 J
11800
113000
100 U
880 J
1360000
5000 U
HD-11A
7/20/2015
5.8 J+
20 U
5240
9980
98100
100 U
840 J
1290000
2500 U
HD-21
7/17/2015
13.4 J+
20 U
5560
19700
44100 J+
NA
680 J
1170000
2500 U
HD-26
7/17/2015
6.2 J+
20 U
5000 U
25800
960 J
100 U
13500
150000
2500 U
TF-1
7/17/2015
3 J+
60
2680 J
9930
115000
100 U
850 J
1200000
2500 U
TF-1
7/27/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
TF-2
7/17/2015
2.5 J+
82
3050 J
10300
107000
100 U
850 J
1140000
2500 U
TF-3
7/20/2015
7.5 J+
14 J
5710
17800
48600
100 UJ
640 J
1240000
2500 U
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
'NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of
North Carolina, lists Interim Maximum Allowable Concentrations
(IMACs). The IMACs were issued in 2010 and 2011, however
NCDENR has not established a 02L standard for these constituents
as described in 15A NCAC 02L.0202(c). For this reason, IMACs are
noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 5 of 5

Table 7-14. NCDENR March 2014 Sample Locations Re -Sample Results - Speciation
Analyte
As(III)
As(V)
Chromium (III)
Chromium (VI)
Fe(II)
Fe(III)
Mn(II)
Mn(IV)
Se(IV)
Se(VI)
CAS RN
7784-46-5
10103-60-3
16065-83-1
18540-29-9
1345-25-1
1309-37-1
1344-43-0
1313-13-9
10102-18-8
13410-01-0
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
Sample Name
Sample Date
003
7/17/2015
0.767 J+
4.33
0.78
0.41
40 U
47.5
109
140
2.46
1.56 J
ABW
7/20/2015
0.5 UJ
0.806
NA
NA
124 J-
2006
9180
2320
2 U
2 U
HD-7A
7/17/2015
0.398 J+
0.5 U
0.377
0.02 U
234
59
10600
2U
2 U
2 U
HD-11A
7/20/2015
0.176 J+
0.5 U
NA
NA
30 U
38.8
4930
560
2 U
2 U
HD-21
7/17/2015
0.155 J+
0.5 UJ
0.322
0.02 U
1010
160
30800
2U
2 U
2 U
HD-26
7/17/2015
0.155 J+
0.5 UJ
0.346
0.02 U
4260
2 U
4760
2U
2 U
2 U
TF-1
7/17/2015
0.155 J+
0.5 U
0.404
0.02 U
127
150
5520
2U
2 U
2 U
TF-2
7/17/2015
0.155 J+
0.194 J
0.377
0.02 U
123
45
6400
60
2 U
2 U
TF3
7/20/2015
0.347 J+
0.5 U
NA
NA
39.6 J-
826.4
24400
1900
2 U
2 U
BCSW 008
7/20/2015
0.5 UJ
0.5 U
NA
NA
605 J-
5205
1310
240
2 U
1.18 J
BCSW 018A
7/20/2015
0.5 UJ
0.405 J
0.313
0.034 J-
30 UJ
43.2
0.681 J
27.819
2 U
2 U
BCSW 019
7/20/2015
0.5 UJ
0.226 J
NA
NA
30 UJ
554
90.5
15.5
2 U
2 U
BCWW 002
7/20/2015
0.304 J+
0.174 J
NA
NA
30 UJ
532
4930
1080
2 U
2 U
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 1 of 1

Table 8-1. Soil and Ash Parameters and Analytical Methods
Inorganic Compounds
Units
Method
Antimony
mg/kg
EPA 6020
Aluminum
mg/kg
EPA 6010
Arsenic
mg/kg
EPA 6020
Barium
mg/kg
EPA 6010
Beryllium
mg/kg
EPA 6020
Boron
mg/kg
EPA 6010
Cadmium
mg/kg
EPA 6020
Calcium
mg/kg
EPA 6010
Chloride
mg/kg
SM4500-CI-E
Chromium
mg/kg
EPA 6010
Cobalt
mg/kg
EPA 6020
Copper
mg/kg
EPA 6010
Iron
mg/kg
EPA 6010
Lead
mg/kg
EPA 6020
Manganese
mg/kg
EPA 6010
Mercury
mg/kg
EPA Method 7470A/7471
Molybdenum
mg/kg
EPA 6010
Nickel
mg/kg
EPA 6010
Nitrate
mg/kg
EPA 9056
pH
SU
EPA 9045
Potassium
mg/kg
EPA 6010
Selenium
mg/kg
EPA 6020
Sodium
mg/kg
EPA 6010
Strontium
mg/kg
EPA 6010
Sulfate
mg/kg
EPA 9056
Thallium (low level)
mg/kg
EPA 6020
Vanadium
mg/kg
EPA 6020
Zinc
mg/kg
EPA 6010
Total Organic Carbon
Units
Method
TOC
mg/kg
EPA 9060
Notes:
1. Soil samples to be analyzed for Total Inorganics using USEPA Methods 6010/6020
and pH using USEPA Method 9045, as noted above.
2. Ash samples to be analyzed for Total Inorganics using USEPA Methods 6010/6020
and pH using USEPA Method 9045; select ash samples will also be analyzed for
leaching potential using SPLP Extraction Method 1312 in conjunction with USEPA
Methods 6010/6020. SPLP results to be reported in units of mg/L for comparison to
2L Standards.
3. Samples to be analyzed for Total Organic Carbon using method EPA 9060. Sample
result in concentration units of mg/kg of organic carbon on a dry weight basis.
Belews Creek Steam Station
Page 1 of 1

Table 8-2. Total Inorganic Results - Background Soil
Analyte
Aluminum
Antimony
Arsenic
Barium
Boron
Beryllium
Cadmium
Chromium
Cobalt
Copper
Iron
Lead
Manganese
CAS RN
7429-90-5
7440-36-0
7440-38-2
7440-39-3
7440-42-8
7440-41-7
7440-43-9
7440-47-3
7440-48-4
7440-50-8
7439-89-6
7439-92-1
7439-96-5
Result Unit
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
NCDENR Industrial Health PSRG
100000
94
3
44000
46000
460
200
100000
70
9400
100000
800
5200
NCDENR Protection of Groundwater PSRG
NS
0.9
5.8
580
45
63
3
360000
0.9
700
150
270
65
Sample Name
Sample Date
BG-lD(1-2)
3/26/2015
17400
3.1 U
34.6
41.5
15.5 U
0.89
0.37 U
28.7
1.7J
11.9
38100
21.1
57.6
BG-1 D(11)
3/27/2015
5490
3.9 U
10.9
26.8
12.2 J
0.68
0.47 U
4.7
28.6 J-
4.5
12200
77.3 J-
1010
BG-1 D(21)
3/27/2015
6210 J+
3.9 U
7.5
50
13.2 J
0.88
0.47 U
2.3
6.8
3.5
12400 J+
25.9
257 J+
BG-1 D(31)
3/27/2015
12700
3.5 U
30.7
42.3
38.6
2.8
0.42 U
17.1
37.9
9.8
40400
17.1
871
6G-2D(1-2)
3/23/2015
13800
3.8 U
3.3 J
25.1
18.9 U
0.32 J
0.45 U
8.5
3.8 U
7.6
24100
18.7
53.1
BG-2D(10-12)
3/24/2015
9670
3.5 U
2.7 J
70.7
34.5 J
0.86
0.42 U
5.3
5_5
8.1
32300
21.7
245
BG-2D(20-22)
3/24/2015
6680
3.7 U
3.7 U
88.9
18.5 U
0.29 J
0.45 U
1.9 UJ
5
4.8
9570
11.3
450
BG-21D(30-32)
3/24/2015
7530
4 U
4 U
91.9
20.1 U
0.33 J
0.48 U
2 UJ
5
1.8 J
13000
6.6
680
BG-2S(40-41.5)
3/26/2015
7110
3.1 U
3.1 U
90
15.5 U
0.44
0.37 U
1.1 J
3_7
3.7
11700
7.8
391
BG-2S(50-51.5)
3/26/2015
6440
3.5 U
2.1 J
125
17.6 U
1.2
0.42 U
3.4
5_8
4.8
17100
8.4
305
BG-2S(55-60)
3/26/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
BG-2D(60-61.5)
3/24/2015
20000
3.9 U
3.2 J
124
19.6 U
1
0.47 U
51.7
28.1
40.7
36400
12.8
564
6G-3S(1-2)
5/12/2015
14800
6.4 U
6.4 U
29.9
14 J
0.37
0.77 U
15.9
6.4 U
12.9
27800
26.6
39.6
BG-3S(10-12)
5/12/2015
10000
7.6 U
7.6 U
32.3
20.9
0.75
0.91 U
21.5
15.6
14.3
44200
6.2 J
513
6G-3S(20-22)
5/12/2015
9280
6.1 U
6.1 U
68.4
16.6
0.76
0.73 U
15.4
8_1
28.5
36800
14.4
216
BG-3S(27-28)
5/13/2015
14500
8.4 U
6.2 J
84.4
20.9 U
11.8
1 U
9.5
12.9
34
98200
6.5 J
756
BG-3S(30-32)
5/12/2015
10500
8 U
4.4 J
153
19.3 J
4.6
0.96 U
16.4
12.5
15.4
43600
4.3 J
656
BG-3S(33-34)
5/13/2015
8910
7.1 U
7.1 U
61.9
17.6 U
0.66
0.85 U
2.6 J+
7.1 U
4.7
7480
4.9 J
78.3
6G-3S(40-42)
5/13/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
BG-3S(42-43)
5/13/2015
5850
6.9 U
6.9 U
39.3
17.2 U
0.83
0.83 U
2.1 J+
6.9 U
6.1
6970
7
263
MW-202BR(40.0-42.0)
3/20/2015
3960
2.8 U
1.6 J
32.7
5.6
0.64
0.34 U
21+
11.5
3.4
6870
4.7
156
MW-202BR(47-49)
3/20/2015
2050
3.2 U
3.2 U
27.6
3.2 U
0.33
0.38 U
0.63 J+
3.2 UJ
0.86 J+
1130
3.9
18.5
MW 202BR 60-61.5
3/9/2015
6030
3.4 U
3.4 U
117
10.3
1.9
0.24 J
10.1
8.7
11.8
12000
5.2
213
General Notes:
mg/kg - milligrams per kilogram
NA - Not analyzed or not reported by analytical laboratory
Std. Units - pH units
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either applicable criteria.
bold - indicates exceedance of NCDENR Industrial Health Based
PSRG
Italic/underline- indicates exceedance of NCDENR Protection of
Groundwater PSRG
North Carolina Department of Environment and Natural
Resources Division of Waste Management Soil Remediation
Goals Table (March 2015) - Preliminary Industrial Health Based
Soil Remediation Goal (PSRG) and Protection of Groundwater
PSRG.
"*Note: No PSRG for Total Chromium is currently available, as a
surrogate the PSRG for Trivalent Chromium was used for
comparison purposes only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 1 of 3

Table 8-2. Total Inorganic Results - Background Soil
Analyte
Mercury
Molybdenum
Nickel
Selenium
Strontium
Thallium
Vanadium
Zinc
Calcium
Chloride
Magnesium
Nitrate
Potassium
CAS RN
7439-97-6
7439-98-7
7440-02-0
7782-49-2
7440-24-6
7440-28-0
7440-62-2
7440-66-6
7440-70-2
16887-00-6
7439-95-4
14797-55-8
7440-09-7
Result Unit
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
NCDENR Industrial Health PSRG
8
1200
4400
1200
100000
2.4
1200
70000
NS
NS
INS
100000
INS
NCDENR Protection of Groundwater PSRG
1
NS
130
2.1
NS
0.28
6
1200
NS
NS
NS
NS
NS
Sample Name
Sample Date
BG-lD(1-2)
3/26/2015
0.046
3.1 U
1.3 J
3.1 U
1.9 J
3.1 U
54.9
13.2
131 J
305 U
249
30.5 UJ
348
BG-1D(11)
3/27/2015
0.0063 J
8.9
12
3.9 U
3.9 U
3.9 U
14.2
28.1
195 U
396 U
677
39.6 UJ
540
BG-1 D(21)
3/27/2015
0.01 U
3.9 U
2.1
2.2 J
3.9 U
3.9 U
16
31.6
197 U
400 U
836
40 UJ
567
BG-1 D(31)
3/27/2015
0.01 U
3.5 U
32.8
2.9 J
3.5 U
3.5 U
50.9
85.4
174 U
358 U
3300
35.8 UJ
876
6G-2D(1-2)
3/23/2015
0.064
3.8 U
1.9 U
3.8 U
3.8 U
3.8 U
46.6
10.5
428
363 U
678
36.3 UJ
199 J
BG-2D(10-12)
3/24/2015
0.015
3.5 UJ
1.7 U
3 J
3.5 UJ
3.5 U
105
14.2
173 UJ
352 U
1060
35.2 UJ
183 J
BG-2D(20-22)
3/24/2015
0.01 U
3.7 UJ
1.9 U
3.7 U
3.7 UJ
3.7 U
20
39.1
185 UJ
367 U
1090
36.7 UJ
949
BG-21D(30-32)
3/24/2015
0.01 U
4 UJ
2 U
4 U
4 UJ
4 U
27
20.1
201 UJ
403 U
1500
40.3 UJ
1240
BG-2S(40-41.5)
3/26/2015
0.01 U
3.1 U
1.5 U
3.1 U
3.1 U
3.1 U
24.8
21.6
155 U
312 U
1480
31.2 UJ
1080
BG-2S(50-51.5)
3/26/2015
0.01 U
3.5 U
1.5 J
3.5 U
7.1
3.5 U
29.4
34.8
532
357 U
2210
35.7 UJ
847
BG-2S(55-60)
3/26/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
BG-2D(60-61.5)
3/24/2015
0.01 U
3.9 UJ
28.4
3.9 U
18.3
3.9 U
125
88
3480
405 U
9400
40.5 UJ
4330
6G-3S(1-2)
5/12/2015
0.031
3.2 U
4.1
4.8 U
3.2 U
6.4 U
60
8.4
158 J
329 U
238
32.9 UJ
343
BG-3S(10-12)
5/12/2015
0.0095 J
3.8 U
4.5
5.7 U
3.8 U
7.6 U
141
21.2
189 U
362 U
647
36.2 UJ
379 U
6G-3S(20-22)
5/12/2015
0.0097 U
3 U
9.8
4.6 U
3 U
6.1 U
55.3
48.5
152 U
308 U
2620
30.8 UJ
2360
BG-3S(27-28)
5/13/2015
0.012 U
4.2 U
2.1 U
8.4 U
3 J
8.4 U
293
38.2
209 U
399 UJ
1300
39.9 UJ
700
BG-3S(30-32)
5/12/2015
0.013 U
4 U
5.7
6 U
4.8
8 U
137
42.3
163 J
389 U
2950
38.9 UJ
1110
BG-3S(33-34)
5/13/2015
0.011 U
3.5 U
1.5 J
7.1 U
3.5 U
7.1 U
6.6 J
39.7
176 U
363 U
1550
36.3 UJ
1730
6G-3S(40-42)
5/13/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
BG-3S(42-43)
5/13/2015
0.011 U
3.4 U
1.6 J
6.9 U
2.8 J
6.9 U
10
25.8
192
353 U
855
35.3 UJ
346
MW-202BR(40.0-42.0)
3/20/2015
0.01 U
0.57 U
1.1
2.31
1 1.5
2.8 U
7.3
30.6
55.2 J+
278 U
1530
27.8 UJ
1090
MW-202BR(47-49)
3/20/2015
0.01 U
0.64 U
0.67
3.2 U
1.9
3.2 U
3.2 U
9.2
150 J+
306 U
283
30.6 UJ
332
MW 202BR 60-61.5
3/9/2015
0.01 U
0.69 U
7.1
3.4 U
7.3
3.4 U
24.5
23.7
709
329 U
2490
32.9 UJ
838
General Notes:
mg/kg - milligrams per kilogram
NA - Not analyzed or not reported by analytical laboratory
Std. Units - pH units
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either applicable criteria.
bold - indicates exceedance of NCDENR Industrial Health Based
PSRG
Italic/underline- indicates exceedance of NCDENR Protection of
Groundwater PSRG
North Carolina Department of Environment and Natural
Resources Division of Waste Management Soil Remediation
Goals Table (March 2015) - Preliminary Industrial Health Based
Soil Remediation Goal (PSRG) and Protection of Groundwater
PSRG.
"*Note: No PSRG for Total Chromium is currently available, as a
surrogate the PSRG for Trivalent Chromium was used for
comparison purposes only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 2 of 3

Table 8-2. Total Inorganic Results - Background Soil
Analyte
Sodium
Sulfate
pH (field)
Total Organic
Carbon
CAS RN
7440-23-5
14808-79-8
PH
TOC
Result Unit
mg/kg
mg/kg
Std. Units
mg/kg
NCDENR Industrial Health PSRG
NS
NS
NS
NS
NCDENR Protection of Groundwater PSRG
NS
NS
NS
NS
Sample Name
Sample Date
BG-lD(1-2)
3/26/2015
311 U
305 U
4.8 J
13400
BG-1D(11)
3/27/2015
390 U
396 U
5.7 J
963 U
BG-1 D(21)
3/27/2015
393 U
400 U
5.4 J
967 U
BG-1 D(31)
3/27/2015
347 U
358 U
5.6 J
871 U
6G-2D(1-2)
3/23/2015
378 U
363 U
5.5 J
2590 J
BG-2D(10-12)
3/24/2015
346 U
352 U
5 J
850 U
BG-2D(20-22)
3/24/2015
371 U
367 U
5.1 J
903 U
BG-21D(30-32)
3/24/2015
402 U
403 U
5.2 J
965 U
BG-2S(40-41.5)
3/26/2015
309 U
312 U
5.6 J
748 U
BG-2S(50-51.5)
3/26/2015
352 U
357 U
6.4 J
857 U
BG-2S(55-60)
3/26/2015
NA
NA
NA
768 U
BG-2D(60-61.5)
3/24/2015
216 J
405 U
6.4 J
822 J
6G-3S(1-2)
5/12/2015
320 U
329 U
5.4 J
3410
BG-3S(10-12)
5/12/2015
379 U
362 U
4.9 J
4070
6G-3S(20-22)
5/12/2015
304 U
308 U
5 J
1140 J
BG-3S(27-28)
5/13/2015
419 U
399 UJ
6.5 J
963 U
BG-3S(30-32)
5/12/2015
398 U
389 U
5.1 J
929 U
BG-3S(33-34)
5/13/2015
353 U
363 U
5.8 J
877 U
6G-3S(40-42)
5/13/2015
NA
NA
NA
812 U
BG-3S(42-43)
5/13/2015
344 U
353 U
6.4 J
847 U
MW-202BR(40.0-42.0)
3/20/2015
56.7 U
278 U
5.2 J
23700
MW-202BR(47-49)
3/20/2015
63.7 U
306 U
6 J
548 J
MW 202BR 60-61.5
3/9/2015
47.2 J
329 U
6 J
799 U
General Notes:
mg/kg - milligrams per kilogram
NA - Not analyzed or not reported by analytical laboratory
Std. Units - pH units
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either applicable criteria.
bold - indicates exceedance of NCDENR Industrial Health Based
PSRG
Italic/underline- indicates exceedance of NCDENR Protection of
Groundwater PSRG
North Carolina Department of Environment and Natural
Resources Division of Waste Management Soil Remediation
Goals Table (March 2015) - Preliminary Industrial Health Based
Soil Remediation Goal (PSRG) and Protection of Groundwater
PSRG.
"*Note: No PSRG for Total Chromium is currently available, as a
surrogate the PSRG for Trivalent Chromium was used for
comparison purposes only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 3 of 3

Table 8-3. Total Inorganic Results - Background PWR and Bedrock
Analyte
Aluminum
Antimony
Arsenic
Barium
Boron
Beryllium
Cadmium
Chromium
Cobalt
Copper
CAS RN
7429-90-5
7440-36-0
7440-38-2
7440-39-3
7440-42-8
7440-41-7
7440-43-9
7440-47-3
7440-48-4
7440-50-8
Result Unit
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
NCDENR Industrial Health PSRG
100000
94
3
44000
46000
460
200
100000
70
9400
NCDENR Protection of Groundwater PSRG
NS
0.9
5.8
580
45
63
3
360000
0.9
700
Sample Name
Sample Date
MW-200BR(9-9.4)
4/24/2015
10300
5.3 U
4.7 J
49.3
19.4
1.2
0.63 U
16.5
6.9
9.5
MW-200BR(15.8-15.9)
4/25/2015
2070
15.9 U
15.9 U
7.4 J
39.6 U
0.79 U
1.9 U
4 U
15.9 U
15.3
MW-203BR(87.5-87.8)
3/23/2015
10800
2.6 U
2.6 U
81.7
13.2 U
0.14 J
0.32 U
43.7
14.1
37.2
BG-15(41)
3/28/2015
11100
7.3 U
7.2J
43
18.2 U
1.3
0.87 U
3.6
20.7
5
13G-21)(71.6-72)
4/17/2015
5570
5.4 U
5.4 U
17.6
13.5 U
0.3
0.65 U
9.4
6.6
11.2
General Notes:
mg/kg - milligrams per kilogram
NA - Not analyzed or not reported by analytical laboratory
Std. Units - pH units
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either applicable criteria.
bold - indicates exceedance of NCDENR Industrial Health Based
PSRG
Italic/underline- indicates exceedance of NCDENR Protection of
Groundwater PSRG
North Carolina Department of Environment and Natural
Resources Division of Waste Management Soil Remediation
Goals Table (March 2015) - Preliminary Industrial Health Based
Soil Remediation Goal (PSRG) and Protection of Groundwater
PSRG.
**Note: No PSRG for Total Chromium is currently available, as a
surrogate the PSRG for Trivalent Chromium was used for
comparison purposes only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 1 of 3

Table 8-3. Total Inorganic Results - Background PWR and Bedrock
Analyte
Iron
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Strontium
Thallium
Vanadium
CAS RN
7439-89-6
7439-92-1
7439-96-5
7439-97-6
7439-98-7
7440-02-0
7782-49-2
7440-24-6
7440-28-0
7440-62-2
Result Unit
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
NCDENR Industrial Health PSRG
100000
800
5200
8
1200
4400
1200
100000
2.4
1200
NCDENR Protection of Groundwater PSRG
150
270
65
1
NS
130
2.1
NS
0.28
6
Sample Name
Sample Date
MW-200BR(9-9.4)
4/24/2015
19400
8
217
0.0087 U
2.6 U
11
5.3 U
2.3 J
5.3 U
24.9
MW-200BR(15.8-15.9)
4/25/2015
4080
15.9 U
71.1
0.019 U
7.9 U
4 U
15.9 U
7.9 U
15.9 U
15.9 U
MW-203BR(87.5-87.8)
3/23/2015
16600
2.6 U
301
0.01 U
2.6 U
28.5
2.6 U
9.6
2.6 U
38.3
BG-1S(41)
3/28/2015
9410
17.5
411
0.01 U
3.6 U
7.4
7.3 U
2.2 J
7.3 U
6.8J
13G-21)(71.6-72)
4/17/2015
1 12900
5.4 U
301
0.0082 U
2.7 U
4.7
5.4 U
5.8
5.4 U
24.2
General Notes:
mg/kg - milligrams per kilogram
NA - Not analyzed or not reported by analytical laboratory
Std. Units - pH units
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either applicable criteria.
bold - indicates exceedance of NCDENR Industrial Health Based
PSRG
Italic/underline- indicates exceedance of NCDENR Protection of
Groundwater PSRG
North Carolina Department of Environment and Natural
Resources Division of Waste Management Soil Remediation
Goals Table (March 2015) - Preliminary Industrial Health Based
Soil Remediation Goal (PSRG) and Protection of Groundwater
PSRG.
**Note: No PSRG for Total Chromium is currently available, as a
surrogate the PSRG for Trivalent Chromium was used for
comparison purposes only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 2 of 3

Table 8-3. Total Inorganic Results - Background PWR and Bedrock
Analyte
Zinc
Calcium
Chloride
Magnesium
Nitrate
Potassium
Sodium
Sulfate
pH (field)
Total Organic
Carbon
CAS RN
7440-66-6
7440-70-2
16887-00-6
7439-95-4
14797-55-8
7440-09-7
7440-23-5
14808-79-8
PH
TOC
Result Unit
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
Std. Units
mg/kg
NCDENR Industrial Health PSRG
70000
NS
NS
NS
100000
NS
NS
NS
NS
NS
NCDENR Protection of Groundwater PSRG
1200
NS
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
MW-200BR(9-9.4)
4/24/2015
40.6
537
274 U
4240
27.4 UJ
4960
263 U
274 U
5.9 J
NA
MW-200BR(15.8-15.9)
4/25/2015
10.6 J
1130
211 U
691
21.1 UJ
726 J
793 U
211 U
8.9 J
NA
MW-203BR(87.5-87.8)
3/23/2015
24.4
2630
263 U
9030
26.3 UJ
4670
263 U
263 U
6.4 J
NA
BG-15(41)
3/28/2015
29.3
95.5 J
355 U
898
35.5 UJ
737
363 U
355 U
6 J
850 U
13G-21)(71.6-72)
4/17/2015
18.7
1650
265 U
3870
26.5 UJ
777
270 U
265 UJ
8 J
NA
General Notes:
mg/kg - milligrams per kilogram
NA - Not analyzed or not reported by analytical laboratory
Std. Units - pH units
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either applicable criteria.
bold - indicates exceedance of NCDENR Industrial Health Based
PSRG
Italic/underline- indicates exceedance of NCDENR Protection of
Groundwater PSRG
North Carolina Department of Environment and Natural
Resources Division of Waste Management Soil Remediation
Goals Table (March 2015) - Preliminary Industrial Health Based
Soil Remediation Goal (PSRG) and Protection of Groundwater
PSRG.
**Note: No PSRG for Total Chromium is currently available, as a
surrogate the PSRG for Trivalent Chromium was used for
comparison purposes only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 3 of 3

Table 8-4. Total Inorganic Results - Soil
Analyte
Aluminum
Antimony
Arsenic
Barium
Boron
Beryllium
Cadmium
Chromium
Cobalt
Copper
Iron
CAS RN
7429-90-5
7440-36-0
7440-38-2
7440-39-3
7440-42-8
7440-41-7
7440-43-9
7440-47-3
7440-48-4
7440-50-8
7439-89-6
Result Unit
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
NCDENR Industrial Health PSRG
100000
94
3
44000
46000
460
200
100000
70
9400
100000
NCDENR Protection of Groundwater PSRG
NS
0.9
5.8
580
45
63
3
360000
0.9
700
150
Sample Name
Sample Date
AB-1S(20-21.5)
5/9/2015
28200
6 U
61.1
53.6
15.1 U
3.1
0.72 U
25.4
22.7
27.7
40600
AB-1S(40-41.5)
5/9/2015
8080
5.9 U
128
18.6
14.7 U
1.8
0.71 U
15.4
16.7
15.9
26700
AB-1S(45-46.5)
5/9/2015
16700
5.3 U
100
39.3
13.1 U
3.8
0.63 U
17.6
14.3
27.8
33300
AB-2GTB(40-41)
4/13/2015
9320
6.2 U
6.2 U
115
15.5 UJ
0.66
0.74 U
2
4.9J
3
18500
AB-2D(64)
4/13/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
AB-2D(75-76.5)
4/10/2015
13900
6.3 U
6.3 U
104
15.8 U
0.85
0.76 U
25.2
10.2
50.2
31000
AB-2D(75)
4/10/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
AB-3S(28)
4/17/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
AB-3D(40-41.5)
4/14/2015
10600
6.8 U
5.6 J
44.5
16.9 U1
2.4
0.81 U
9.6
17.9
16.6
18400
AB-3D(45-50)
4/14/2015
15200
7.1 U
21.1
55.7
17.9 UJ
1.8
0.86 U
22.2
16.6
18.4
27500
AB-4D(69.5-70.5)
5/27/2015
8040
5.9 U
6.1
40
13.7J
1.3
0.71 U
12.6
3.5J
6.5
11000
AB-5D(49.5-51)
6/10/2015
15600
7.2 U
7.2 U
29.7
18 U
0.22 J
0.86 U
8.3
7.2 U
11.4
15500
AB-5D(57-59)
6/10/2015
13300
7.4 U
7.4 U
97.7
18.5 U
0.59
0.89 U
3.4
4.4J
1.2 J
11800
AB-6GTB(19.5-21)
5/18/2015
6570
6.3 U
6.3 U
20.3
15.7 U
0.31 U
0.75 U
4.6
6.3 U
1.9
9450
AB-6D(27-28.5)
5/15/2015
12800
6.2 U
6.2 U
24.9
15.4 U
0.34
0.74 U
18.4
6.2 U
9.4
25800
AB-6GTB(28)
5/18/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
AB-7D(20.0-21.5)
3/31/2015
14700
3.4 U
7.8
51.4
23
1.3
0.41 U
15.4
6.2
14.6
26800
AB-7D(30.0-31.5)
3/31/2015
17500
3 U
26
109
24.8
5.2
0.36 U
25.3
12
33.8
31200
AB-8D(50-52)
5/9/2015
26100
8.3 U
11.5
101
13.2 J
1.7
1 U
34.3
11.9
22.2
24500
AB-8D(59-60.5)
5/9/2015
15100
6.9 U
40.9
137
17.2 U
2.2
0.83 U
31.2
16.3
21.1
28900
AB-9S(25-26.5)
4/25/2015
9530
6.4 UJ
25.9J
125
27.1
1.2
0.77 U1
21.2
120J-
25.8
26900
AB-9S(45-46)
4/25/2015
10900
7.1 U
5.4 J
84.9
25.5
0.83
0.86 U
23.3
13.8
11.1
24100
A13-91)(55-56.5)
4/23/2015
9080
6.9 U
9.6
133
21
2.8
0.83 U
9.7
5.2J
7.8
19500
GWA-1S(20-21.5)
3/26/2015
18100
2.9 U
56.7
84.9
14.6 U
5.3
0.35 U
33.3
12.7
28.9
34400
GWA-1S(26-27.5)
3/26/2015
20500
3.3 U
52.7
137
16.7 U
5.8
0.4 U
39.2
21.5
18.6
37900
GWA-21)(34-35)
4/21/2015
4130
7.4 U
36.4
46.5
18.5 U
0.96
0.89 U
1.2 J
4.1 J
1.6 J
8450
GWA-21)(41-42.5)
4/21/2015
4620
7 U
26.3
77.2
17.5 U
0.98
0.84 U
1.3 J
20.7
1.8 UJ
10700
GWA-21)(49-50.5)
4/21/2015
5230
7 U
40.8
73.6
17.5 U
4
0.84 U
4.5
6.2J
7.4
14800
GWA-31)(10)
5/5/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
GWA-31)(34-35.5)
5/4/2015
7610
7.7 U
7.7 U
108
19.3 U
0.97
0.93 U
1.11
7.7 U
2
9110
GWA-3S(37-38)
5/6/2015
6010
5.6 U
5.6 U
50.4
13.9 U
0.65
0.67 U
1.4 U
5.6 U
5.3
5730
GWA 4S 45-47
3/5/2015
4830
2.8 U
2.8 U
79.5
5
0.52
0.33 U
11+
2.2 J
2.8
7760
GWA-5S(25-26.5)
3/18/2015
9390
3.4 U
2.4 J
121
17.1 U
0.42
0.41 U
1.7 UJ
3.31
2.1
4590
GWA-5GTB(28-35)
3/19/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
GWA-5S (30-31.5)
3/18/2015
3610
2.9 U
1.7 J
55.8
4
0.5
0.34 U
0.9
2.9 U
8
4730
GWA-6S (29-30)
3/12/2015
6320
3 U
8.5
69.6
14.2
0.93
0.36 U
13.8
9.8
10.4
16400
GWA-6S (37-38.5)
3/12/2015
8310
3.2 U
3.1 J
115
20.5
2.4
0.221
5.1
3.8
2.1
27700
GWA 7S 30-31.5
3/10/2015
16000
3.5 U
3.4 J
488
17 J
2.7
0.42 U
36.8
10.6
44.6
26100
GWA 7S 35-36.5
3/10/2015
4830
3.3 UJ
3.3 UJ
101
6.2
0.97
0.4 U
7.8
6.9J+
7.5
6470
GWA 7S 42.5-43.5
3/10/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
GWA-81)(20.0-21.5)
4/7/2015
15500
7.6 U
7.6 U
82.9
19 U
0.74
0.91 U
2.2
7.6 U
1.4 J
7910
GWA-8D(30.8-31.5)
4/7/2015
12200
7.3 U
7.3 U
82.2
18.1 U
0.92
0.87 U
1.5 J
7.3 U
1.7 J
9150
GWA-81)(45.0-46.5)
4/8/2015
11500
5.9 U
5.9 U
28.6
14.7 U
0.35
0.71 U
34.2
11.5
45.5
14600
GWA-9GTB(40-41.5)
5/27/2015
274001-
6.1 UJ
10.2J-
620J-
30.5 J-
5.1 J-
0.74 U
54.6 J-
15.9J-
4.5 J-
44100J-
GWA-9GTB(50-51.5)
5/27/2015
18900
7.6 U
42.9
295
23.4
4.6
0.92 U
25.9
21.9
14.9
32900
GWA-9S(50-52)
5/28/2015
12300
7.2 UJ
50.2J
105
72.1 U
6.1
0.87 U
27.5
28.7J-
44
44400
GWA-9GTB(56-57.5)
5/27/2015
1 NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
GWA-101)(2-3)
4/13/2015
1 11800
7.6 U
62.1
39
19.1 U1
1.9
0.92 U
18.6
26.5
21.4
32600
Belews Creek Steam Station
Page 1 of 6

Table 8-4. Total Inorganic Results - Soil
Analyte
Aluminum
Antimony
Arsenic
Barium
Boron
Beryllium
Cadmium
Chromium
Cobalt
Copper
Iron
CAS RN
7429-90-5
7440-36-0
7440-38-2
7440-39-3
7440-42-8
7440-41-7
7440-43-9
7440-47-3
7440-48-4
7440-50-8
7439-89-6
Result Unit
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
NCDENR Industrial Health PSRG
100000
94
3
44000
46000
460
200
100000
70
9400
100000
NCDENR Protection of Groundwater PSRG
NS
0.9
5.8
580
45
63
3
360000
0.9
700
150
Sample Name
Sample Date
GWA-10D(39-40.3)
4/13/2015
11500
5.7 U
42
88.2
14.2 U1
4.3
0.68 U
13.6
12.8
15.6
26300
GWA-11D(29-30.5)
4/8/2015
16900
7.2 U
26.9
72.4
18.1 U
5.1
0.87 U
12.2
14.5
15.4
24100
GWA-111)(35-36.5)
4/8/2015
21000
6.2 U
33.1
95.9
15.4 U
8.3
0.74 U
21.4
8.5
27
33000
GWA-111)(42)
4/8/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
GWA-11D(55-55.4)
4/8/2015
29900
7.3 U
52.2
149
18.3 U
4.5
0.88 U
22.8
9.3
16
45800
GWA-121)(10-12)
4/15/2015
4320
6.2 U
6.2 U
26.6
15.4 U
0.31 U
0.74 U
1.5 UJ
6.5
0.96 J
912
GWA-121)(15-17)
4/15/2015
14300
5.6 U
5.6 U
98.6
13.9 U
0.39
0.67 U
1.4 UJ
2.9J
1.8
7740
GWA-12D(20-22)
4/15/2015
11900
5.8 U
5.8 U
90.7
14.5 U
0.43
0.69 U
0.971
3.5J
9.1
7870
GWA-12D(25-27)
4/15/2015
12200
7.9 U
7.9 U
82.5
19.6 U
0.59
0.94 U
4.7
4.5 J
11.3
9790
MW-200BR(0-1.5)
4/24/2015
9390
6.8 U
44.1
35.5
26.1
1.3
0.81 U
39.5
4.3J
10.4
25100
MW-200BR(5-6.5)
4/24/2015
8690
7 U
23.9
51
16.5 J
0.95
0.84 U
14.6
7 UJ
15
14300
MW-203BR(20-21.5)
3/18/2015
6090
3.4 U
3.4 U
62.1
10.61
0.38
0.41 U
1.8
7.9
6.8
9350
MW-203BR(30.0-31.5)
3/19/2015
11400
3.3 U
3.3 U
171
12.7
0.47
0.39 U
3.4
9.5
6.4
15900
MW-203BR(40.0-41.5)
3/19/2015
6000
3 U
3 U
124
9
1.1
0.36 U
3.9
5.5
5.5
10600
SB-3(4-5.5)
4/25/2015
13800
5.9 U
18.7
52.6
30.4
1.2
0.71 U
19.5
161
30.8
30100
SB-3(12-13.5)
4/25/2015
3730
6.6 U
6J
22.9
13.3 J
0.54
0.8 U
12.6
10.3
5.9
7790
General Notes:
mg/kg - milligrams per kilogram
NA - Not analyzed or not reported by analytical laboratory
Std. Units - pH units
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either applicable criteria.
bold - indicates exceedance of NCDENR Industrial Health
Based PSRG
Italic/underline- indicates exceedance of NCDENR Protection of
Groundwater PSRG
North Carolina Department of Environment and Natural
Resources Division of Waste Management Soil Remediation
Goals Table (March 2015) - Preliminary Industrial Health Based
Soil Remediation Goal (PSRG) and Protection of Groundwater
PSRG.
""Note: No PSRG for Total Chromium is currently available, as a
surrogate the PSRG for Trivalent Chromium was used for
comparison purposes only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 2 of 6

Table 8-4. Total Inorganic Results - Soil
Analyte
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Strontium
Thallium
Vanadium
Zinc
Calcium
CAS RN
7439-92-1
7439-96-5
7439-97-6
7439-98-7
7440-02-0
7782-49-2
7440-24-6
7440-28-0
7440-62-2
7440-66-6
7440-70-2
Result Unit
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
NCDENR Industrial Health PSRG
800
5200
8
1200
4400
1200
100000
2.4
1200
70000
NS
NCDENR Protection of Groundwater PSRG
270
65
1
NS
130
2.1
NS
0.28
6
1200
NS
Sample Name
Sample Date
AB-1S(20-21.5)
5/9/2015
19.6
583
0.0064 J
3 U
20.9
6 U
3 U
6 U
45
46.8
151 U
AB-1S(40-41.5)
5/9/2015
4 J
201
0.0047 J
1.9 J
16.5
5.9 U
2.9 U
5.9 U
22.6
45.5
120 J+
AB-1S(45-46.5)
5/9/2015
3.9 J
267
0.0085 U
2.6 U
36
5.3 U
2 J
5.3 U
32.1
97.5
149 J+
AB-2GTB(40-41)
4/13/2015
9.9
488
0.01 UJ
3.1 UJ
1.5 UJ
6.2 U
2.2 J
6.2 U
42.5
26.4
106 J+
AB-2D(64)
4/13/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
AB-2D(75-76.5)
4/10/2015
14.4
494
0.01 UJ
3.2 U
15.6
6.3 U
10.2
6.3 U
101
55.5
972
AB-2D(75)
4/10/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
AB-3S(28)
4/17/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
AB-3D(40-41.5)
4/14/2015
14.7
306
0.011 UJ
3.4 UJ
13.6
6.8 U
4.7
6.8 U
13.3
60
289 J+
AB-3D(45-50)
4/14/2015
18
349
0.009 J+
3.6 UJ
11.2
7.1 U
2.5 J
7.1 U
46.5
44.3
179 UJ
AB-4D(69.5-70.5)
5/27/2015
7.3
221
0.012
3 U
3.9
5.9 U
19.4
5.9 U
32
12.1
651
AB-5D(49.5-51)
6/10/2015
42.3
60.1
0.016
3.6 U
2.7
7.2 U
3.6 U
7.2 U
35.7
12.6
180 U
AB-5D(57-59)
6/10/2015
5.9 J
202
0.013 U
3.7 U
3.4
3.8J
5.6
7.4 U
27.4
28.8
352
AB-6GTB(19.5-21)
5/18/2015
4.1 J
82
0.018
3.1 U
1.6 U
4.7 U
3.1 U
6.3 U
12.4
3.8 J
203
AB-6D(27-28.5)
5/15/2015
8.7
63.1
0.062
3.1 U
0.97 J
4.6 U
3.1 U
6.2 U
53.2
6.9
113 J
AB-6GTB(28)
5/18/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
AB-7D(20.0-21.5)
3/31/2015
32.7
110
0.039
3.4 U
6.6
3.4 U
21
3.4 U
41.8
38.6
327
AB-7D(30.0-31.5)
3/31/2015
16.6
79.2
0.01 U
3 U
28.1
6 U
3 U
3 U
39.2
163
113 J
AB-8D(50-52)
5/9/2015
16.1
198
0.02
4.2 U
13.8
8.3 U
29.5
8.3 U
107
38.3
1160
AB-8D(59-60.5)
5/9/2015
5.2 J
215
0.011 U
3.4 U
25.7
11.3
11.9
6.9 U
44.4
45.9
1230
AB-9S(25-26.5)
4/25/2015
26.91-
1390
0.01 U
3.2 U
21.5
5.8J-
3.2 U
6.4 U
117J
38.5
159 U
AB-9S(45-46)
4/25/2015
14.9
392
0.019
3.6 U
5.1
7.1 U
3.6 U
7.1 U
73.2
26.7
179 U
AB-9D(55-56.5)
4/23/2015
27.9
754
0.011 U
3.4 U
5.5
6.9 U
23.8
6.9 U
42
83
2490
GWA-1S(20-21.5)
3/26/2015
9.2
358
0.01 U
2.9 U
40.7
2.9 U
2.9 U
2.9 U
44.3
69.2
146 U
GWA-1S(26-27.5)
3/26/2015
10.7
506
0.01 U
3.3 U
43.1
3.3 U
2.5 J
3.3 U
70.4
83
106 J
GWA-21)(34-35)
4/21/2015
11.2
208
0.011 U
3.7 UJ
2.1
7.4 U
3.7 UJ
7.4 U
8
25.1
185 UJ
GWA-2D(41-42.5)
4/21/2015
45.8
655
0.011 U
2.7 J
11
7 U
3.5 UJ
7 U
10.5
28.5
175 UJ
GWA-21)(49-50.5)
4/21/2015
15.3
401
0.011 U
2.1 J
6.8
7 U
5.8
7 U
12.4
46.4
473
GWA-3D(10)
5/5/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
GWA-3D(34-35.5)
5/4/2015
6.4 J
460
0.012 U
3.9 UJ
1.11
7.7 U
11.4
7.7 U
18.4
29.6
1050
GWA-3S(37-38)
5/6/2015
3.7 J
201
0.0093 U
2.8 U
1.4 U
5.6 U
5.5
5.6 U
5.1 J
16.9
591
GWA 4S 45-47
3/5/2015
15.6
383
0.01 U
0.56 U
1.1
2.8 U
4.3
2.8 U
9.4
20.3
599
GWA-5S(25-26.5)
3/18/2015
11.1
450
0.01 U
0.68 UJ
1.3
2.6J
3.8
3.4 U
7.9
18.8
466
GWA-5GTB(28-35)
3/19/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
GWA-5S (30-31.5)
3/18/2015
4.7
206
0.01 U
0.57 UJ
0.27 J
2.9 U
6.2
2.9 U
5.6
14.3
445
GWA-6S (29-30)
3/12/2015
7.6
219
0.01 U
0.61 U
10.1
3 U
3 U
3 U
27.6
25.2
79
GWA-6S (37-38.5)
3/12/2015
7.5
121
0.01 U
3.2 U
4.4
3.2 U
6.7
3.2 U
45.9
86
348
GWA 7S 30-31.5
3/10/2015
11.3
226
0.01 UJ
3.5 U
19.5
5.6
9.6
3.5 U
75.5
56.9
381
GWA 7S 35-36.5
3/10/2015
17.5 J+
206
0.01 U
0.67 U
11.8
4 J-
2.4
3.3 U
20.7J+
21.4
114
GWA 7S 42.5-43.5
3/10/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
GWA-81)(20.0-21.5)
4/7/2015
8.3
103
0.01 U
3.8 U
1.9 U
7.6 U
6.2
7.6 U
11.1
35
195
GWA-8D(30.8-31.5)
4/7/2015
4.3 J
103
0.01 U
3.6 U
1.8 U
7.3 U
9.8
7.3 U
14.4
38.6
431
GWA-8D(45.0-46.5)
4/8/2015
5.9 U
243
0.01 U
2.9 U
15.5
5.9 U
15.9
5.9 U
24.9
19.2
4460
GWA-9GTB(40-41.5)
5/27/2015
15.4
640J
0.011 U
3.1 UJ
14.5 J-
3.6 J-
3.2 J-
6.1 U
95.7J-
146J-
396J-
GWA-9GTB(50-51.5)
5/27/2015
25.8
700
0.012 U
3.8 U
16.2
7.6 U
3.2 J
7.6 U
76
100
279
GWA-9S(50-52)
5/28/2015
22.3 J-
682
0.012 U
1.3
26.9
7.2 UJ
2.2
7.2 U
53J-
58.4
289
GWA-9GTB(56-57.5)
5/27/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
GWA-101)(2-3)
4/13/2015
15
689
0.012 UJ
21
20.8
7.6 U
3.8 UJ
7.6 U
29.2
32.7
191 UJ
Belews Creek Steam Station
Page 3 of 6

Table 8-4. Total Inorganic Results - Soil
Analyte
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Strontium
Thallium
Vanadium
Zinc
Calcium
CAS RN
7439-92-1
7439-96-5
7439-97-6
7439-98-7
7440-02-0
7782-49-2
7440-24-6
7440-28-0
7440-62-2
7440-66-6
7440-70-2
Result Unit
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
NCDENR Industrial Health PSRG
800
5200
8
1200
4400
1200
100000
2.4
1200
70000
NS
NCDENR Protection of Groundwater PSRG
270
65
1
NS
130
2.1
NS
0.28
6
1200
NS
Sample Name
Sample Date
GWA-10D(39-40.3)
4/13/2015
10.9
474
0.0094 UJ
2.8 UJ
24.7
5.7 U
7.4
5.7 U
22.4
74.1
555
GWA-11D(29-30.5)
4/8/2015
15
385
0.01 U
3.6 U
19.9
7.2 U
3.1 J
7.2 U
20.3
64.2
1211
GWA-11D(35-36.5)
4/8/2015
15
345
0.01 U
3.1 U
22.7
6.2 U
5.6
6.2 U
35.6
99.7
317
GWA-11D(42)
4/8/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
GWA-11D(55-55.4)
4/8/2015
14
528
0.01 U
3.7 U
14.5
7.3 U
21.5
7.3 U
87.5
128
1340
GWA-12D(10-12)
4/15/2015
13.2
296
0.0097 UJ
3.1 U
1.5 UJ
6.2 U
3.1 UJ
6.2 UJ
6.2 U
8.5
154 UJ
GWA-12D(15-17)
4/15/2015
19.9
187
0.0092 UJ
2.8 U
1.4 UJ
5.6 U
2.8 UJ
5.6 UJ
5.6 U
64.7
139 UJ
GWA-12D(20-22)
4/15/2015
14.7
135
0,009 UJ
2.9 U
0.79 J
5.8 U
2.9 UJ
5.8 UJ
8.2
43.6
145 UJ
GWA-12D(25-27)
4/15/2015
12.8
247
0,013 UJ
3.9 U
1.11
7.9 U
3.9 UJ
7.9 UJ
10.6
43.6
196 UJ
MW-200BR(0-1.5)
4/24/2015
14.9
68.2
0.06
3.4 U
4.7
6.8 U
3.4 U
6.8 U
25.2
9.4
169 U
MW-200BR(5-6.5)
4/24/2015
14.9
188
0.025
3.5 U
5.9
7 U
2.2 J
7 U
17.8
15.8
239
MW-203BR(20-21.5)
3/18/2015
6.1
281
0.0055 J
0.69 UJ
1.8
3.4 U
0.86
3.4 U
32
17.4
66.2 J+
MW-203BR(30.0-31.5)
3/19/2015
6.4
550
0.01 U
0.66 U
3.6
3.3 U
3
3.3 UJ
44
45.3
441
MW-203BR(40.0-41.5)
3/19/2015
6.9
281
0.01 U
0.6 U
3
3 U
9.3
3 U1
25.2
34.3
1280
SB-3(4-5.5)
4/25/2015
20
1070
0.0093
3 U
14.5
5.9 U
3 U
5.9 U
37.2
51.5
233
SB-3(12-13.5)
4/25/2015
4 J
84.6
0.01 U
3.3 U
5.9
6.6 U
2.4 J
6.6 U
12.1
14.9
340
General Notes:
mg/kg - milligrams per kilogram
NA - Not analyzed or not reported by analytical laboratory
Std. Units - pH units
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either applicable criteria.
bold - indicates exceedance of NCDENR Industrial Health
Based PSRG
Italic/underline- indicates exceedance of NCDENR Protection of
Groundwater PSRG
North Carolina Department of Environment and Natural
Resources Division of Waste Management Soil Remediation
Goals Table (March 2015) - Preliminary Industrial Health Based
Soil Remediation Goal (PSRG) and Protection of Groundwater
PSRG.
""Note: No PSRG for Total Chromium is currently available, as a
surrogate the PSRG for Trivalent Chromium was used for
comparison purposes only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 4 of 6

Table 8-4. Total Inorganic Results - Soil
Analyte
Chloride
Magnesium
Nitrate
Potassium
Sodium
Sulfate
pH (field)
Total Organic
Carbon
CAS RN
16887-00-6
7439-95-4
14797-55-8
7440-09-7
7440-23-5
14808-79-8
PH
TOC
Result Unit
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
Std. Units
mg/kg
NCDENR Industrial Health PSRG
NS
NS
100000
NS
NS
NS
NS
NS
NCDENR Protection of Groundwater PSRG
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
AB-1S(20-21.5)
5/9/2015
290 U
3000
29 UJ
2540
301 U
290 U
5.7 J
589 J
AB-1S(40-41.5)
5/9/2015
278 U
1890
27.8 UJ
1930
294 U
278 U
6 J
672 U
AB-1S(45-46.5)
5/9/2015
269 U
5220
26.9 UJ
5160
263 U
269 U
5.9 J
663 U
AB-2GTB(40-41)
4/13/2015
303 U
2740
30.3 UJ
2780
310 UJ
303 U
5.1 J
735 U
AB-2D(64)
4/13/2015
NA
NA
NA
NA
NA
NA
NA
661 J
AB-2D(75-76.5)
4/10/2015
309 U
4080
30.9 UJ
841
316 U
309 U
6.1 J
752 U
AB-2D(75)
4/10/2015
NA
NA
NA
NA
NA
NA
NA
697 J
AB-3S(28)
4/17/2015
NA
NA
NA
NA
NA
NA
NA
716 J
AB-3D(40-41.5)
4/14/2015
173 J
2430
33.8 UJ
3140
338 UJ
338 U
6.5 J
822 U
AB-3D(45-50)
4/14/2015
353 U
2430
35.3 UJ
2720
357 UJ
353 U
5.4 J
769 J
AB-4D(69.5-70.5)
5/27/2015
299 UJ
711
29.9 UJ
485
295 U
299 UJ
6.4 J
1990
AB-5D(49.5-51)
6/10/2015
358 U
1110
35.8 UJ
294 J
359 U
358 U
5.1 J
1080
AB-5D(57-59)
6/10/2015
383 U
2250
38.3 UJ
694
370 U
383 U
5.3 J
920 U
AB-6GTB(19.5-21)
5/18/2015
305 U
154 J
30.5 UJ
176 J
313 U
305 U
5.4 J
3630
AB-6D(27-28.5)
5/15/2015
316 U
285
31.6 UJ
264 J
308 U
316 U
5.2 J
2160
AB-6GTB(28)
5/18/2015
NA
NA
NA
NA
NA
NA
NA
2110
AB-7D(20.0-21.5)
3/31/2015
330 U
2400
33 U
2340
343 U
330 U
5.8 J
1340
AB-7D(30.0-31.5)
3/31/2015
293 U
6410
29.3 U
5880
298 U
293 U
6.3 J
776
AB-8D(50-52)
5/9/2015
402 U
3040
40.2 UJ
2320
416 U
402 U
5.9 J
10500
AB-8D(59-60.5)
5/9/2015
327 U
6190
32.7 UJ
8650
344 U
327 U
6.5 J
1170
AB-9S(25-26.5)
4/25/2015
308 U
3230
30.8 UJ
3960
319 U
308 U
5.2 J
746 U
AB-9S(45-46)
4/25/2015
344 U
2610
34.4 UJ
2390
357 U
344 U
5.4 J
6491
AB-91)(55-56.5)
4/23/2015
344 U
3660
34.4 U1
996
345 U
344 U
5.4 J
889
GWA-1S(20-21.5)
3/26/2015
283 U
5910
28.3 UJ
4860
168 J
283 U
5.2 J
680 U
GWA-1S(26-27.5)
3/26/2015
317 U
7820
31.7 UJ
4890
209 J
317 U
4.8 J
5371
GWA-21)(34-35)
4/21/2015
358 U
792
35.8 UJ
438
371 U1
358 U1
5.6 J
857 U
GWA-21)(41-42.5)
4/21/2015
346 U
965
34.6 UJ
673
351 U1
346 U1
5.9 J
845 U
GWA-21)(49-50.5)
4/21/2015
348 U
1600
34.8 UJ
1530
350 U1
348 U1
6.4 J
841 U
GWA-31)(10)
5/5/2015
NA
NA
NA
NA
NA
NA
NA
663 U
GWA-31)(34-35.5)
5/4/2015
366 U
2080
36.6 UJ
1440
386 U1
366 U
71
893 U
GWA-3S(37-38)
5/6/2015
281 U
1050
28.1 U1
1030
278 U
281 U
6.4 J
671 U
GWA 4S 45-47
3/5/2015
284 U
1320
28.4 UJ
1060
49.2 J
284 U
6.4 J
685 U
GWA-5S(25-26.5)
3/18/2015
332 U
1050
33.2 UJ
274
68.2 U
332 U
4.2 J
799 U
GWA-5GTB(28-35)
3/19/2015
NA
NA
NA
NA
NA
NA
NA
731 UJ
GWA-5S (30-31.5)
3/18/2015
281 U
796
28.1 UJ
906
61.2
281 U
6.2 J
686 U
GWA-6S (29-30)
3/12/2015
292 U
2230
29.2 UJ
2810
43.5 J
292 U
5.9 J
850
GWA-6S (37-38.5)
3/12/2015
321 U
4150
32.1 UJ
5070
322 U
321 U
5.5 J
770 U
GWA 7S 30-31.5
3/10/2015
362 U
9390
36.2 UJ
8060
348 UJ
362 U
5.4 J
872 U
GWA 7S 35-36.5
3/10/2015
337 U
1060
33.7 UJ
1110
66.5 UJ
337 U
5.8 J
816 U
GWA 7S 42.5-43.5
3/10/2015
NA
NA
NA
NA
NA
NA
NA
6201
GWA-81)(20.0-21.5)
4/7/2015
387 U
2160
38.7 UJ
3070
381 U
387 U
5.1 J
933 U
GWA-8D(30.8-31.5)
4/7/2015
349 U
2370
34.9 UJ
3640
363 U
349 U
6.1 J
854 U
GWA-81)(45.0-46.5)
4/8/2015
287 U
3710
28.7 UJ
565
228 J
287 U
6.8 J
693 U
GWA-9GTB(40-41.5)
5/27/2015
325 UJ
10800 J-
32.5 UJ
14200 J-
306 U
325 UJ
5.9 J
778 U
GWA-9GTB(50-51.5)
5/27/2015
370 UJ
6170
37 UJ
5320
381 U
370 UJ
5.7 J
495 J
GWA-9S(50-52)
5/28/2015
369 U
4920
36.9 UJ
3780
72.1 U
369 U
5.7 J
1350
GWA-9GTB(56-57.5)
5/27/2015
NA
NA
NA
NA
NA
NA
NA
424 J
GWA-10D(2-3)
4/13/2015
364 U1
2670
36.4 UJ
3500
382 U1
364 U
5.2 J
896 U
Belews Creek Steam Station
Page 5 of 6

Table 8-4. Total Inorganic Results - Soil
Analyte
Chloride
Magnesium
Nitrate
Potassium
Sodium
Sulfate
pH (field)
Total Organic
Carbon
CAS RN
16887-00-6
7439-95-4
14797-55-8
7440-09-7
7440-23-5
14808-79-8
PH
TOC
Result Unit
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
Std. Units
mg/kg
NCDENR Industrial Health PSRG
NS
NS
100000
NS
NS
NS
NS
NS
NCDENR Protection of Groundwater PSRG
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
GWA-101)(39-40.3)
4/13/2015
279 U
4430
27.9 UJ
3290
283 UJ
279 U
6.3 J
458 J
GWA-11D(29-30.5)
4/8/2015
362 U
2660
3.3 UJ
3240
361 U
362 U
5.1 J
873 U
GWA-111)(35-36.5)
4/8/2015
292 U
4910
29.2 UJ
4310
308 U
292 U
5.2 J
704 U
GWA-11D(42)
4/8/2015
NA
NA
NA
NA
NA
NA
5.6 J
581 J
GWA-11D(55-55.4)
4/8/2015
354 U
10100
35.4 UJ
12200
367 U
354 U
6.4 J
1250
GWA-121)(10-12)
4/15/2015
315 U
287
31.5 UJ
313
308 UJ
315 U
5.6 J
740 U
GWA-12D(15-17)
4/15/2015
281 U
5180
28.1 UJ
4230
279 UJ
281 U
5.4 J
674 U
GWA-12D(20-22)
4/15/2015
285 U
3230
28.5 UJ
2830
289 U1
285 U
5.3 J
673 U
GWA-12D(25-27)
4/15/2015
402 U
3070
40.2 UJ
3310
393 UJ
402 U
NA
500 J
MW-200BR(0-1.5)
4/24/2015
332 U
764
33.2 UJ
575
338 U
332 U
4.9 J
13200
MW-200BR(5-6.5)
4/24/2015
359 U
1260
35.9 UJ
942
351 U
359 U
5.2 J
2190
MW-203BR(20-21.5)
3/18/2015
331 U
1930
33.1 UJ
1740
68.6 U
331 U
4.2 J
806 U
MW-203BR(30.0-31.5)
3/19/2015
325 UJ
5510
32.5 U1
6020
65.6 U
325 U
5.2 J
792 U
MW-203BR(40.0-41.5)
3/19/2015
307 U
2740
30.7 UJ
605
59.7 U
307 U
5.9 J
745 U
SB-3(4-5.5)
4/25/2015
285 U
2410
28.5 U1
2380
295 U
285 U
5.9 J
1890 J
SB-3(12-13.5)
4/25/2015
172 J
1110
31.9 UJ
875
332 U
319 U
6.1 J
1420
General Notes:
mg/kg - milligrams per kilogram
NA - Not analyzed or not reported by analytical laboratory
Std. Units - pH units
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either applicable criteria.
bold - indicates exceedance of NCDENR Industrial Health
Based PSRG
Italic/underline- indicates exceedance of NCDENR Protection of
Groundwater PSRG
North Carolina Department of Environment and Natural
Resources Division of Waste Management Soil Remediation
Goals Table (March 2015) - Preliminary Industrial Health Based
Soil Remediation Goal (PSRG) and Protection of Groundwater
PSRG.
""Note: No PSRG for Total Chromium is currently available, as a
surrogate the PSRG for Trivalent Chromium was used for
comparison purposes only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 6 of 6

Table 8-5. Total Inorganic Results - PWR and Bedrock
Analyte
Aluminum
Antimony
Arsenic
Barium
Boron
Beryllium
Cadmium
Chromium
Cobalt
Copper
Iron
CAS RN
7429-90-5
7440-36-0
7440-38-2
7440-39-3
7440-42-8
7440-41-7
7440-43-9
7440-47-3
7440-48-4
7440-50-8
7439-89-6
Result Unit
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
NCDENR Industrial Health PSRG
100000
94
3
44000
46000
460
200
100000
70
9400
100000
NCDENR Protection of Groundwater PSRG
NS
0.9
5.8
580
45
63
3
360000
0.9
700
150
Sample Name
Sample Date
AB-4D(75-79)
5/27/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
GWA-1S(34-35.5)
3/26/2015
17000
2.7 U
76.7
70.4
13.7 U
4.8
0.33 U
21.9
16.5
23
32400
GWA-31)(44)
5/5/2015
9030
5.7 U
5.7 U
88.3
9.5 J
0.74
0.69 U
27.7
3.6J
4.7
9740
GWA-5S (35-36.5)
3/18/2015
4470
3.4 U
3.8
63.9
5.3
0.66
0.41 U
4.5
2.8J
7
5870
GWA-6S (68.5-70)
3/12/2015
16900
4.2 U
6.3
284
21 U
4.4
0.49 J
45.7
25.1
5.4
49500
GWA 7S 60-60.2
3/10/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
GWA 7S 60.2-60.4
3/10/2015
7230
2.7 U
2.7 U
72.4
11
0.88
0.33 U
16.2
9.3
16.5
13400
MW-200BR(9-9.4)
4/24/2015
10300
5.3 U
4.7 J
49.3
19.4
1.2
0.63 U
16.5
6.9
9.5
19400
MW-200BR(9-9.4)
4/28/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
MW-200BR(15.8-15.9)
4/25/2015
2070
15.9 U
15.9 U
7.4 J
39.6 U
0.79 U
1.9 U
4 U
15.9 U
15.3
4080
MW-203BR(87.5-87.8)
3/23/2015
10800
2.6 U
2.6 U
81.7
13.2 U
0.14J
0.32 U
43.7
14.1
37.2
16600
General Notes:
mg/kg - milligrams per kilogram
NA - Not analyzed or not reported by analytical laboratory
Std. Units - pH units
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either applicable criteria.
bold - indicates exceedance of NCDENR Industrial Health
Based PSRG
Italic/underline- indicates exceedance of NCDENR Protection of
Groundwater PSRG
North Carolina Department of Environment and Natural
Resources Division of Waste Management Soil Remediation
Goals Table (March 2015) - Preliminary Industrial Health Based
Soil Remediation Goal (PSRG) and Protection of Groundwater
PSRG.
*'Note: No PSRG for Total Chromium is currently available, as a
surrogate the PSRG for Trivalent Chromium was used for
comparison purposes only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 1 of 3

Table 8-5. Total Inorganic Results - PWR and Bedrock
Analyte
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Strontium
Thallium
Vanadium
Zinc
Calcium
CAS RN
7439-92-1
7439-96-5
7439-97-6
7439-98-7
7440-02-0
7782-49-2
7440-24-6
7440-28-0
7440-62-2
7440-66-6
7440-70-2
Result Unit
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
NCDENR Industrial Health PSRG
800
5200
8
1200
4400
1200
100000
2.4
1200
70000
NS
NCDENR Protection of Groundwater PSRG
270
65
1
NS
130
2.1
NS
0.28
6
1200
NS
Sample Name
Sample Date
AB-4D(75-79)
5/27/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
GWA-1S(34-35.5)
3/26/2015
10.7
257
0.01 U
2.7 U
41.9
2.7 U
6.1
2.7 U
34.7
53.7
452
GWA-31)(44)
5/5/2015
4.9 J
390
0.0089 U
2.9 UJ
1.9
5.7 U
7.4
5.7 U
17.4
28.3
872
GWA-5S (35-36.5)
3/18/2015
7.2
297
0.01 U
0.62 J
1.5
3.2 J
10.6
3.4 U
7.6
18.7
849
GWA-6S (68.5-70)
3/12/2015
19.2
697
0.01 U
0.84 U
26.9
2.9J
64.1
4.2 U
156
120
8360
GWA 7S 60-60.2
3/10/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
GWA 7S 60.2-60.4
3/10/2015
5
59.9
0.01 U
0.55 U
21.4
2.7 U
6.7
2.7 U
26
22.7
780
MW-200BR(9-9.4)
4/24/2015
8
217
0.0087 U
2.6 U
11
5.3 U
2.3 J
5.3 U
24.9
40.6
537
MW-200BR(9-9.4)
4/28/2015
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
MW-200BR(15.8-15.9)
4/25/2015
15.9 U
71.1
0.019 U
7.9 U
4 U
15.9 U
7.9 U
15.9 U
15.9 U
10.61
1130
MW-203BR(87.5-87.8)
3/23/2015
2.6 U
301
0.01 U
2.6 U
28.5
2.6 U
9.6
2.6 U
38.3
24.4
2630
General Notes:
mg/kg - milligrams per kilogram
NA - Not analyzed or not reported by analytical laboratory
Std. Units - pH units
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either applicable criteria.
bold - indicates exceedance of NCDENR Industrial Health
Based PSRG
Italic/underline- indicates exceedance of NCDENR Protection of
Groundwater PSRG
North Carolina Department of Environment and Natural
Resources Division of Waste Management Soil Remediation
Goals Table (March 2015) - Preliminary Industrial Health Based
Soil Remediation Goal (PSRG) and Protection of Groundwater
PSRG.
*'Note: No PSRG for Total Chromium is currently available, as a
surrogate the PSRG for Trivalent Chromium was used for
comparison purposes only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 2 of 3

Table 8-5. Total Inorganic Results - PWR and Bedrock
Analyte
Chloride
Magnesium
Nitrate
Potassium
Sodium
Sulfate
pH (field)
Total Organic
Carbon
CAS RN
16887-00-6
7439-95-4
14797-55-8
7440-09-7
7440-23-5
14808-79-8
PH
TOC
Result Unit
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
Std. Units
mg/kg
NCDENR Industrial Health PSRG
NS
NS
100000
NS
NS
NS
NS
NS
NCDENR Protection of Groundwater PSRG
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
AB-41)(75-79)
5/27/2015
NA
NA
NA
NA
NA
NA
NA
553 J
GWA-1S(34-35.5)
3/26/2015
266 U
6340
26.6 UJ
5420
204 J
266 U
5.4 J
365 J
GWA-31)(44)
5/5/2015
273 U
2380
27.3 UJ
2480
287 UJ
273 U
7.1 J
655 UJ
GWA-5S (35-36.5)
3/18/2015
334 U
1280
33.4 UJ
462
71.3
334 U
7.4 J
808 U
GWA-6S (68.5-70)
3/12/2015
428 U
11900
42.8 UJ
3790
419 U
428 U
6.3 J
1030 U
GWA 7S 60-60.2
3/10/2015
NA
NA
NA
NA
NA
NA
NA
686 U
GWA 7S 60.2-60.4
3/10/2015
276 U
3170
27.6 UJ
3570
60.7
276 U
7.2 J
NA
MW-200BR(9-9.4)
4/24/2015
274 U
4240
27.4 UJ
4960
263 U
274 U
5.9 J
NA
MW-200BR(9-9.4)
4/28/2015
NA
NA
NA
NA
NA
NA
NA
1610
MW-200BR(15.8-15.9)
4/25/2015
211 U
691
21.1 UJ
726 J
793 U
211 U
8.9 J
NA
MW-203BR(87.5-87.8)
3/23/2015
263 U
9030
26.3 UJ
4670
263 U
263 U
6.4 J
NA
General Notes:
mg/kg - milligrams per kilogram
NA - Not analyzed or not reported by analytical laboratory
Std. Units - pH units
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either applicable criteria.
bold - indicates exceedance of NCDENR Industrial Health
Based PSRG
Italic/underline- indicates exceedance of NCDENR Protection of
Groundwater PSRG
North Carolina Department of Environment and Natural
Resources Division of Waste Management Soil Remediation
Goals Table (March 2015) - Preliminary Industrial Health Based
Soil Remediation Goal (PSRG) and Protection of Groundwater
PSRG.
*'Note: No PSRG for Total Chromium is currently available, as a
surrogate the PSRG for Trivalent Chromium was used for
comparison purposes only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 3 of 3

Table 8-6. Total Inorganic Results - Soil SPLP
Analyte
Aluminum
Antimony
Arsenic
Barium
Beryllium
Boron
Cadmium
Chromium
Cobalt
Copper
CAS RN
7429-90-5
7440-36-0
7440-38-2
7440-39-3
7440-41-7
7440-42-8
7440-43-9
7440-47-3
7440-48-4
7440-50-8
Fraction
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
NS
NS
10
700
NS
700
2
10
NS
1000
IMAC*
NS
1
NS
NS
4
NS
NS
NS
1
NS
Sample Name
Sample Date
AB-4BR(33-34.5)
5/28/2015
4160
4.4
202
440
1.5
316
0.26
48.7
3.1
25.8
AB-4BR(63)
5/29/2015
818
4.9
97.2
150
0.21
546
0.059 J
12.6
0.46 J
8.3
AB-6GTB(15-17)
5/18/2015
185
0.5 U
0.93
113
0.2 U
57.3
0.08 U
0.65
0.4 J
0.49 J+
AB-8D(44-46)
5/9/2015
2140
8.9
81.6
74.1 J+
0.12 J+
614
0.025 J
6.2 J+
0.22 J+
2.6 J+
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
"NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs).
The IMACs were issued in 2010 and 2011, however NCDENR has not
established a 02L standard for these constituents as described in 15A
NCAC 02L.0202(c). For this reason, IMACs are noted in this report for
reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 1 of 3

Table 8-6. Total Inorganic Results - Soil SPLP
Analyte
Iron
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Strontium
Thallium
Vanadium
CAS RN
7439-89-6
7439-92-1
7439-96-5
7439-97-6
7439-98-7
7440-02-0
7782-49-2
7440-24-6
7440-28-0
7440-62-2
Fraction
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
300
15
50
1
NS
100
20
NS
NS
NS
IMAC*
NS
NS
NS
NS
NS
NS
NS
NS
0.2
0.3
Sample Name
Sample Date
AB-4BR(33-34.5)
5/28/2015
1590
9.5
17.8
0.2 U
10.1
6.1
108
277
1.3
274
AB-4BR(63)
5/29/2015
394
1.3
10.4
0.2 UJ
7.6
1.6
64.2
104
0.21
88.6
AB-6GTB(15-17)
5/18/2015
95.8 J+
0.086 J+
4.5 J+
0.2 U
12.7
1.3
0.5 U
10.8
0.1 U
1.6
AB-8D(44-46)
5/9/2015
134 J+
0.65 J+
3.3 J+
0.2 U
35.3
0.71 J+
105
112
0.13 J+
164
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
"NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs).
The IMACs were issued in 2010 and 2011, however NCDENR has not
established a 02L standard for these constituents as described in 15A
NCAC 02L.0202(c). For this reason, IMACs are noted in this report for
reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 2 of 3

Table 8-6. Total Inorganic Results - Soil SPLP
Analyte
Zinc
Calcium
Chloride
Magnesium
Nitrate
Potassium
Sodium
Sulfate
pH (field)
CAS RN
7440-66-6
7440-70-2
16887-00-6
7439-95-4
14797-55-8
7440-09-7
7440-23-5
14808-79-8
PH
Fraction
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
SPLP
PH
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
Std. Units
15A NCAC 02L STANDARD
1000
NS
250000
NS
10000
NS
NS
250000
6.5 - 8.5
IMAC*
NS
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
AB-4BR(33-34.5)
5/28/2015
49
8820
5000 U
442
210 J+
347
1140
6400 J+
8.5 J
AB-4BR(63)
5/29/2015
14.4
9770
5000 U
730
200 U
121
1840
6300 J+
9.2 J
AB-6GTB(15-17)
5/18/2015
65
937
5000 U
142
500 J+
74.4 J+
1380
3200 J+
7.1 J
AB-8D(44-46)
5/9/2015
9.6 J+
8670
5000 U
229 J+
200 UJ
175 J+
2270
9600 J+
NA
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
"NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs).
The IMACs were issued in 2010 and 2011, however NCDENR has not
established a 02L standard for these constituents as described in 15A
NCAC 02L.0202(c). For this reason, IMACs are noted in this report for
reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 3 of 3

Table 8-7. Frequency and Concentration Ranges in Soil for COI Exceedances of North
Carolina PSRGs
Constituent of
Interest
NC Industrial
PSRG
NC Protection of
GW PSRG
No. of Borings >
NC PSRGs'
Concentration Range of
Exceedances (in mg/kg)
Arsenic
3
5.8
23
3.1J (GWA-6S) to 128 (AB-1S)
Barium
44000
580
1
620J- (GWA-9GTB)
Cobalt
70
0.9
31
1.7J (BG-1 D) to 161 (SB-3)
Iron
100,000
150
33
912 (GWA-12D) to 98,200 (BG-3S)
Manganese
5,200
65
32
68.2 (MW-200BR) to 1,390 (AB-9S)
Selenium
1,200
2.1
10
2.2J (BG-1 D) to 11.3 (AB-81D)
Vanadium
1,200
6
32
6.6J (BG-3S) to 156 (GWA-6S)
Notes:
1. For the "No. of Borings > North Carolina PSRGs" column, data reported represents borings, not individual
samples within a given boring; exceedances of both Industrial and Protection of Groundwater PSRGs have been
counted.
2. J = Estimated concentration
Belews Creek Steam Station
Page 1 of 1

Table 8-8. Frequency and Concentration Ranges in PWR and Bedrock for COI
Exceedances of North Carolina PSRGs
Constituent of
Interest
NC
Industrial
PSRG
NC Protection of
GW PSRG
No. of Borings >
NC PSRGs'
Concentration Range of
Exceedances (in mg/kg)
Arsenic
3
5.8
3
3.2J (BG-2D) to 7.2J (BG-1S)
Cobalt
70
0.9
6
6.6 (BG-2D) to 28.1 (BG-2D)
Iron
100,000
150
7
4,080 (MW-200BR) to 36,400 (BG-2D)
Manganese
5,200
65
5
71.1 (MW-200BR) to 564 (BG-2D)
Vanadium
1,200
6
6
6.8J (BG-1S) to 125 (BG-2D)
Notes:
1. For the "No. of Borings > North Carolina PSRGs" column, data reported represents borings, not individual
samples within a given boring; exceedances of both Industrial and Protection of Groundwater PSRGs have been
counted.
2. J = Estimated concentration
Belews Creek Steam Station
Page 1 of 1

Table 8-9. Range of Constituent Concentrations and Comparison to Range of Reported
Background Concentrations — Soil Beneath Ash Basin
Constituent
Background
Soil Concentrations
(Range, mg/kg)
Soil Concentrations
Beneath the Ash Basin
(Range, mg/kg)
Arsenic
1.6J to 34.6
5.4J to 128
Cobalt
1.7J to 37.9
3.5J to 120J-
Iron
1,130 to 98,200
9450 to 31,200
Manganese
18.5 to 1,010
79.2 to 1390
Selenium
2.2J to 3J
3.8J to 11.3
Vanadium
6.6J to 293
12.4 to 117J
Belews Creek Steam Station
Page 1 of 1

Table 8-10. Range of Constituent Concentrations and Comparison to Range of Reported
Background Concentrations — Soil Outside the Waste Boundary
Constituent
Background
Soil Concentrations
(Range, mg/kg)
Soil Concentrations
Outside the Waste
Boundary
(Range, mg/kg)
Arsenic
1.6J to 34.6
3.1J to 76.7
Barium
25.1 to 153
22.9 to 620J-
Cobalt
1.7J to 37.9
2.2J to 161
Iron
1,130 to 98,200
912 to 45,800
Manganese
18.5 to 1,010
68.2 to 1,070
Selenium
2.2J to 3J
2.6J to 5.6
Vanadium
6.6J to 293
8 to156
Belews Creek Steam Station
Page 1 of 1

Table 8-11. Range of Constituent Concentrations and Comparison to Range of Reported
Background Concentrations — PWR and Bedrock Outside Waste Boundary
Constituent
Background
PWR and Bedrock
Concentrations
(Range, mg/kg)
PWR and Bedrock
Concentrations Outside the
Waste Boundary and within
Compliance Boundary
(Range, mg/kg)
Arsenic
<5.4 mg/kg to 7.2J mg/kg
<2.6 mg/kg to 76.7 mg/kg
Cobalt
6.6 mg/kg to 20.7 mg/kg
2.8J mg/kg to 25.1 mg/kg
Iron
9,410 mg/kgmg/kg to 12,900 mg/kgmg/kg
4,080 mg/kgmg/kg to 49,500 mg/kg
Manganese
301 mg/kg to 411 mg/kg
59.9 mg/kg to 697 mg/kg
Selenium
<5.4 mg/kg
<2.6 mg/kg to 2.9J mg/kg
Vanadium
6.8J mg/kg to 24.2 mg/kg
7.6 mg/kg to 156 mg/kg
Belews Creek Steam Station
Page 1 of 1

Table 9-1. Surface Water Samples Results - Total and Dissolved
Analyte
Aluminum
Aluminum
Antimony
Antimony
Arsenic
Arsenic
Barium
Barium
Beryllium
Beryllium
Boron
Boron
Cadmium
Cadmium
Chromium
CAS RN
7429-90-5
7429-90-5
7440-36-0
7440-36-0
7440-38-2
7440-38-2
7440-39-3
7440-39-3
7440-41-7
7440-41-7
7440-42-8
7440-42-8
7440-43-9
7440-43-9
7440-47-3
FRACTION
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
Result Unit
u /I
u /I
u /I
u /I
u /I
u /l
u /I
u /I
u /I
u /l
u /I
u /l
u /I
u /I
u /1
NC 2B SW Criteria < AL HH WS
87
87
5.6
5.6
10
10
1000
1000
6.5
6.5
NS
NS
0.15
0.15
24
Sample Name
Sample Date
SW-BL-D
7/20/2015
NA
NA
0.5 U
0.5 U
0.64
0.66
17
18
0.2 U
0.2 U
100
72
0.08 U
0.08 U
0.18 J
SW-BL-U
7/20/2015
NA
NA
0.5 U
0.5 U
0.69
0.62
17
18
0.2 U
0.2 U
73
71
0.08 U
0.08 U
0.22 J+
SW-DR-D
7/20/2015
NA
NA
0.51
0.56
2.8
3.1
49
50
0.2 U
0.12 J
8100
7900
0.08 U
0.042 J
0.61
SW-DR-U
7/20/2015
NA
NA
0.5 U
0.5 U
0.21 J
0.26 J
16
19
0.2 U
0.2 U
50 U
50 U
0.08 U
0.08 U
0.62
General Notes:
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
Shading + bold - indicates exceedance of NC 02B Surface
North Carolina Department of Environment and Natural
Resources Division of Water Resources 15A NCAC 02B
Surface Water Standards and Protective Values & EPA
National Recommended Water Quality Criteria.
**NOTE for the purposes of comparison, the lowest value of
the Water Supply, Human Health, or Freshwater Aquatic Life
criteria was referenced in this table.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+-- Estimated concentration, biased high.
J- --Estimated concentration. biased low.
Belews Creek Steam Station
Page 1 of 4

Table 9-1. Surface Water Samples Results - Total and Dissolved
Analyte
Chromium
Cobalt
Cobalt
Copper
Copper
Iron
Iron
Lead
Lead
Manganese
Manganese
Mercury
Mercury
Molybdenum
Molybdenum
CAS RN
7440-47-3
7440-48-4
7440-48-4
7440-50-8
7440-50-8
7439-89-6
7439-89-6
7439-92-1
7439-92-1
7439-96-5
7439-96-5
7439-97-6
7439-97-6
7439-98-7
7439-98-7
FRACTION
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
Result Unit
u /I
u /I
u /I
u /I
u /I
u /I
u /I
u /I
u /I
u /I
u /I
u /I
u /I
u /I
u /I
NC 2B SW Criteria < AL HH WS
24
3
3
2.7
2.7
NS
NS
0.54
0.54
NS
NS
NS
NS
160
160
Sample Name
Sample Date
SW-BL-D
7/20/2015
0.36 J
0.5 U
0.5 U
8.7
1.1
NA
NA
0.83
0.059 J
2.7 J
8
NA
0.000505
1.7
1.8
SW-BL-U
7/20/2015
0.44 J
0.5 U
0.5 U
1.1 J+
1.1
NA
NA
0.1 U
0.1 U
5 U
14
NA
0.000569
1.9
1.6
SW-DR-D
7/20/2015
1.7
0.98
1.2
2.2
0.84 J
NA
NA
0.2
0.26
220
240
NA
0.00185
10.2
10.1
SW-DR-U
7/20/2015
0.87
0.5 U
0.22 J
0.69 J
0.89 J
NA
NA
0.14
0.48
26
60
NA
0.00233 J+
0.16 J
0.14 J
General Notes:
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
Shading + bold - indicates exceedance of NC 02B Surface
North Carolina Department of Environment and Natural
Resources Division of Water Resources 15A NCAC 02B
Surface Water Standards and Protective Values & EPA
National Recommended Water Quality Criteria.
**NOTE for the purposes of comparison, the lowest value of
the Water Supply, Human Health, or Freshwater Aquatic Life
criteria was referenced in this table.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+-- Estimated concentration, biased high.
J- --Estimated concentration. biased low.
Belews Creek Steam Station
Page 2 of 4

Table 9-1. Surface Water Samples Results - Total and Dissolved
Analyte
Nickel
Nickel
Selenium
Selenium
Strontium
Strontium
Thallium
Thallium
Vanadium
Vanadium
Zinc
Zinc
Alkalinity, HCO3
Alkalinity, CO3
Alkalinity, lab
CAS RN
7440-02-0
7440-02-0
7782-49-2
7782-49-2
7440-24-6
7440-24-6
7440-28-0
7440-28-0
7440-62-2
7440-62-2
7440-66-6
7440-66-6
ALK-HCO3
ALK-CO3
ALK-LAB
FRACTION
D
T
D
T
D
T
D
T
D
T
D
T
N
N
N
Result Unit
u /I
u /I
u /I
u /I
u /I
u /l
u /I
u /I
u /I
u /l
u /I
u /I
u /I
u /I
u /I
NC 2B SW Criteria < AL HH WS
16
16
NS
NS
14000
14000
0.24
0.24
NS
NS
36
36
NS
NS
NS
Sample Name
Sample Date
SW-BL-D
7/20/2015
0.24 J
0.2 J
0.3 J
0.38 J
71
74
0.017 J
0.016 J
0.93 J
0.94 J
IOU
IOU
29800
5000 U
29800
SW-BL-U
7/20/2015
0.17 J+
0.28 J
0.4 J
0.36 J
73
74
0.026 J
0.02 J
0.73 J
0.82 J
3.3 J+
IOU
28600
5000 U
28600
SW-DR-D
7/20/2015
0.99
1.5
2.4
2.6
460
450
0.53
0.55
2.7
3.4
15
2.8 J
23100
5000 U
23100
SW-DR-U
7/20/2015
0.36 J
0.42 J
0.5 U
0.5 U
39
38
0.1 U
0.1 U
1 U
1.7
2.6 J
IOU
20400
5000 U
20400
General Notes:
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
Shading + bold - indicates exceedance of NC 02B Surface
North Carolina Department of Environment and Natural
Resources Division of Water Resources 15A NCAC 02B
Surface Water Standards and Protective Values & EPA
National Recommended Water Quality Criteria.
**NOTE for the purposes of comparison, the lowest value of
the Water Supply, Human Health, or Freshwater Aquatic Life
criteria was referenced in this table.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+-- Estimated concentration, biased high.
J- --Estimated concentration. biased low.
Belews Creek Steam Station
Page 3 of 4

Table 9-1. Surface Water Samples Results - Total and Dissolved
Analyte
Calcium
Chloride
Magnesium
Methane
Nitrogen, NO2
plus NO3
Potassium
Sodium
Sulfate
Sulfide
Total Organic
Carbon
Total Dissolved
Solids
Total
Suspended
CAS RN
7440-70-2
16887-00-6
7439-95-4
74-82-8
NO2-NO3
7440-09-7
7440-23-5
14808-79-8
18496-25-8
TOC
TDS
TSS
FRACTION
T
N
T
N
N
T
T
N
N
N
N
N
Result Unit
u /I
u /I
u /I
u /I
u /I
u /I
u /I
u /I
u /I
u /l
u /I
u /l
NC 2B SW Criteria < AL HH WS
NS
230000
NS
NS
NS
NS
NS
250000
NS
NS
I NS
NS
Sample Name
Sample Date
SW-BL-D
7/20/2015
8110
8000
3670
4.8 J+
20 U
3710 J
7300
8600
100 U
3200
80000
2500 U
SW-BL-U
7/20/2015
7840
7800
3590
1.8 J+
20 U
3660 J
7160
8300
100 U
3200
63000
3300
SW-DR-D
7/20/2015
110000
240000
36100
4.9 J+
130
4240 J
8190
66100
100 U
2800
815000
9700
SW-DR-U
7/20/2015
4900
3300
2020
7.7 J+
270
5000 U
3680 J
1800
100 U
5300
58000
13700
General Notes:
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
Shading + bold - indicates exceedance of NC 02B Surface
North Carolina Department of Environment and Natural
Resources Division of Water Resources 15A NCAC 02B
Surface Water Standards and Protective Values & EPA
National Recommended Water Quality Criteria.
**NOTE for the purposes of comparison, the lowest value of
the Water Supply, Human Health, or Freshwater Aquatic Life
criteria was referenced in this table.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+-- Estimated concentration, biased high.
J- --Estimated concentration. biased low.
Belews Creek Steam Station
Page 4 of 4

Table 9-2. Surface Water Field Parameters
Well ID
Date Collected
Time Collected
Temp (°C)
pH (SU)
Specific Cond. (pS)
Diss. Oxy (mg/L)
ORP/Redox (mV)
Turbidity (NTU)
SW-BL-D
7/20/2015
11:10
32.9
7.03
129
6.94
68
1.5
SW-BL-U
7/20/2015
11:30
35.1
7.43
100
4.3
211
4.21
SW-DR-D
7/20/2015
9:45
26.77
5.92
1040
7.52
131
11.5
SW-DR-U
7/17/2015
8:30
20
5.39
68
7.84
204.8
23.5
General Notes:
°C - degrees celsius
SU - standard units
mg/I - milligrams per liter
pS - microsiemens
mV - millivolts
NTU - nephelometric turbidity units
Comparison Criteria:
NS - No applicable standard for this parameter
Shading + bold - indicates exceedance of NC 02B Surface
Water Criteria
North Carolina Department of Environment and Natural
Resources Division of Water Resources 15A NCAC 02B
Surface Water Standards and Protective Values & EPA
National Recommended Water Quality Criteria.
**NOTE for the purposes of comparison, the lowest value of
the Water Supply, Human Health, or Freshwater Aquatic Life
criteria was referenced in this table.
Belews Creek Steam Station
Page 1of1

Table 9-3. Seep Sample Results - Total and Dissolved
Analyte
Aluminum
Aluminum
Antimony
Antimony
Arsenic
Arsenic
Barium
Barium
Beryllium
Beryllium
CAS RN
7429-90-5
7429-90-5
7440-36-0
7440-36-0
7440-38-2
7440-38-2
7440-39-3
7440-39-3
7440-41-7
7440-41-7
Fraction
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/l
ug/I
ug/1
ug/I
ug/I
ug/I
ug/I
ug/I
ug/l
ug/1
15A NCAC 02L STANDARD
NS
NS
NS
NS
10
10
700
700
NS
NS
IMAC*
NS
NS
1
1
NS
NS
NS
NS
4
4
Sample Name
Sample Date
S-1
7/16/2015
NA
NA
0.5 U
0.5 U
0.41 J
0.56
20
21
0.2 U
0.094 J
S-2
7/16/2015
NA
NA
0.5 U
0.5 U
0.68
0.81
130
130
0.18 J
0.18 J
S-3
7/17/2015
NA
NA
0.5 U
0.5 U
0.55
1.2
12
13
0.2 U
0.1 J
S-4
7/17/2015
NA
NA
0.5 U
0.5 U
0.38 J
0.53
44
48
0.31
0.48
S-5
7/17/2015
NA
NA
0.5 U
0.5 U
1.1
1.3
11
12
0.2 U
0.2 U
S-7
7/17/2015
NA
NA
0.5 U
0.5 U
2
16.9
36
37
0.2 U
0.14 J
S-8
7/17/2015
NA
NA
0.5 U
0.5 U
0.5 U
0.14 J
39
40
0.14 J
0.14 J
S-9
7/17/2015
NA
NA
0.5 U
0.5 U
0.22 J
0.32 J
46
47
0.45
0.43
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC Criteria.
North Carolina Department of Environment and Natural Resources Division of Water
Resources 02L Groundwater Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L standard. Appendix #1 of 15A NCAC
Subchapter 02L Classifications and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs). The IMACs were issued in 2010
and 2011, however NCDENR has not established a 02L standard for these constituents as described in
15A NCAC 02L.0202(c). For this reason, IMACs are noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 1 of 6

Table 9-3. Seep Sample Results - Total and Dissolved
Analyte
Boron
Boron
Cadmium
Cadmium
Chromium
Chromium
Cobalt
Cobalt
Copper
Copper
CAS RN
7440-42-8
7440-42-8
7440-43-9
7440-43-9
7440-47-3
7440-47-3
7440-48-4
7440-48-4
7440-50-8
7440-50-8
Fraction
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/l
ug/I
ug/1
ug/I
ug/l
ug/I
ug/l
ug/I
ug/I
ug/1
15A NCAC 02L STANDARD
700
700
2
2
10
10
NS
NS
1000
1000
IMAC*
NS
NS
NS
NS
NS
NS
1
1
NS
NS
Sample Name
Sample Date
Ti
7/16/2015
31 J
50 U
0.08 U
0.08 U
0.6
1.5
0.72
0.98
0.36 J+
1 U
S-2
7/16/2015
110
120
0.08 U
0.069 J
0.54
0.27 J
0.75
0.79
0.34 J+
0.39 J
S-3
7/17/2015
50 U
50 U
0.08 U
0.08 U
0.36 J
11.5
0.87
1.1
1.3
1.8
S-4
7/17/2015
50 U
50 U
0.075 J
0.072 J+
0.46 J
0.35 J
0.8
0.86
1.1
0.28 J
S-5
7/17/2015
50 U
50 U
0.08 U
0.08 U
0.4 J
0.51
0.76
0.92
2.2
5.6
S-7
7/17/2015
50 U
50 U
0.08 U
0.1
0.47 J
0.67
3.3
6.7
1 U
0.95 J
S-8
7/17/2015
75
72
0.042 J
0.033 J
0.42 J
0.26 J
0.5 U
0.5 U
1 U
1 U
S-9
7/17/2015
1 2800
1 2800
1 0.72
1 0.81
1 0.29 J
1 0.43 J
1 1.2
1 1.2
1 0.79 J
1 0.44 J
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC Criteria.
North Carolina Department of Environment and Natural Resources Division of Water
Resources 02L Groundwater Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L standard. Appendix #1 of 15A NCAC
Subchapter 02L Classifications and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs). The IMACs were issued in 2010
and 2011, however NCDENR has not established a 02L standard for these constituents as described in
15A NCAC 02L.0202(c). For this reason, IMACs are noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 2 of 6

Table 9-3. Seep Sample Results - Total and Dissolved
Analyte
Iron
Iron
Lead
Lead
Manganese
Manganese
Mercury
Mercury
Molybdenum
Molybdenum
CAS RN
7439-89-6
7439-89-6
7439-92-1
7439-92-1
7439-96-5
7439-96-5
7439-97-6
7439-97-6
7439-98-7
7439-98-7
Fraction
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
300
300
15
15
50
50
1
1
NS
NS
IMAC*
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
Ti
7/16/2015
NA
NA
0.12
0.54
60
57
NA
0.00137
0.15 J
0.18 J
S-2
7/16/2015
NA
NA
0.1 U
0.1 U
320
270
NA
0.000726
0.5 U
0.5 U
S-3
7/17/2015
NA
NA
0.09 J+
0.43 J+
110
110
NA
0.00433
0.5 U
0.13 J
S-4
7/17/2015
NA
NA
0.076 J+
0.13 J+
70
75
NA
0.00664
0.5 U
0.5 U
S-5
7/17/2015
NA
NA
0.11 J+
0.25 J+
130
140
NA
0.00284
0.5 U
0.5 U
S-7
7/17/2015
NA
NA
0.1 U
0.79
460
460
NA
0.013
0.5 U
0.19 J
S-8
7/17/2015
NA
NA
0.1 U
0.072 J
11
11
NA
0.00068
0.5 U
0.5 U
S-9
7/17/2015
1 NA
I NA
1 0.1 U
1 0.097 J
1 450
460
1 NA
1 0.00173
1 0.5 U
1 0.12 J
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC Criteria.
North Carolina Department of Environment and Natural Resources Division of Water
Resources 02L Groundwater Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L standard. Appendix #1 of 15A NCAC
Subchapter 02L Classifications and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs). The IMACs were issued in 2010
and 2011, however NCDENR has not established a 02L standard for these constituents as described in
15A NCAC 02L.0202(c). For this reason, IMACs are noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 3 of 6

Table 9-3. Seep Sample Results - Total and Dissolved
Analyte
Nickel
Nickel
Selenium
Selenium
Strontium
Strontium
Thallium
Thallium
Vanadium
Vanadium
CAS RN
7440-02-0
7440-02-0
7782-49-2
7782-49-2
7440-24-6
7440-24-6
7440-28-0
7440-28-0
7440-62-2
7440-62-2
Fraction
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/l
ug/I
ug/1
ug/I
ug/l
ug/I
ug/I
ug/I
ug/l
ug/1
15A NCAC 02L STANDARD
100
100
20
20
NS
NS
NS
NS
NS
NS
IMAC*
NS
NS
NS
NS
NS
NS
0.2
0.2
0.3
0.3
Sample Name
Sample Date
Ti
7/16/2015
0.45 J
0.66
0.5 U
0.5 U
21
21
0.023 J
0.034 J
0.811
2.6
S-2
7/16/2015
3.4
3.5
0.5 U
0.5 U
98
99
0.17
0.15
1 U
0.46 J
S-3
7/17/2015
0.5 U
4.1
0.5 U
0.5 U
14
15
0.043 J
0.056 J+
1 U
0.5 J
S-4
7/17/2015
1.5
1.5
0.5 U
0.5 U
120
130
0.11
0.12 J+
1 U
1 U
S-5
7/17/2015
0.4 J
0.38 J
0.5 U
0.5 U
28
29
0.041 J
0.059 J+
1 U
0.47 J
S-7
7/17/2015
0.56
0.86
0.5 U
0.5 U
12
13
0.1 U
0.12
1 U
1.1
S-8
7/17/2015
0.33 J
0.25 J
3.5
3.5
45
45
0.1 U
0.019 J
0.29 J
0.45 J
S-9
7/17/2015
1 11.2
1 11
1 6.3
1 6.2
1 320
1 330
1 0.024 J
0.06 J
0.33 J
0.64 J
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC Criteria.
North Carolina Department of Environment and Natural Resources Division of Water
Resources 02L Groundwater Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L standard. Appendix #1 of 15A NCAC
Subchapter 02L Classifications and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs). The IMACs were issued in 2010
and 2011, however NCDENR has not established a 02L standard for these constituents as described in
15A NCAC 02L.0202(c). For this reason, IMACs are noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 4 of 6

Table 9-3. Seep Sample Results - Total and Dissolved
Analyte
Zinc
Zinc
Alkalinity, HCO3
Alkalinity, CO3
Alkalinity, lab
Calcium
Chloride
Magnesium
Methane
Nitrogen, NO2 plus
NO3
CAS RN
7440-66-6
7440-66-6
ALK-HCO3
ALK-0O3
ALK-LAB
7440-70-2
16887-00-6
7439-95-4
74-82-8
NO2-NO3
Fraction
D
T
N
N
N
T
N
T
N
N
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/l
ug/I
15A NCAC 02L STANDARD
1000
1000
NS
NS
NS
NS
250000
NS
NS
NS
IMAC*
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
Ti
7/16/2015
IOU
IOU
22800
5000 U
22800
3900
2300
2250
9.1 J+
46
S-2
7/16/2015
IOU
IOU
3200 J
5000 U
3200 J
7530
55000
8580
11 J+
76
S-3
7/17/2015
IOU
IOU
9200
5000 U
9200
1290
2800
880
4.9 J+
26
S-4
7/17/2015
IOU
3.8 J
6800
5000 U
6800
9440
42600
6530
13.5
71
S-5
7/17/2015
IOU
IOU
15000
5000 U
15000
2690
2700
1640
11.7
27
S-7
7/17/2015
IOU
IOU
11700
5000 U
11700
1390
4100
1200
6.9 J+
20 U
S-8
7/17/2015
IOU
IOU
20200
5000 U
20200
5600
10200
3130
8.6 J+
350
S-9
7/17/2015
1 64
63
22500
5000 U
22500
92200 J-
8900
56100
1.5 J+
2900
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC Criteria.
North Carolina Department of Environment and Natural Resources Division of Water
Resources 02L Groundwater Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L standard. Appendix #1 of 15A NCAC
Subchapter 02L Classifications and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs). The IMACs were issued in 2010
and 2011, however NCDENR has not established a 02L standard for these constituents as described in
15A NCAC 02L.0202(c). For this reason, IMACs are noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 5 of 6

Table 9-3. Seep Sample Results - Total and Dissolved
Analyte
Potassium
Sodium
Sulfate
Sulfide
Total Organic
Carbon
Total Dissolved
Solids
Total Suspended
Solids
CAS RN
7440-09-7
7440-23-5
14808-79-8
18496-25-8
TOC
TDS
TSS
Fraction
T
T
N
N
N
N
N
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
NS
NS
250000
NS
NS
500000
NS
IMAC*
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
Ti
7/16/2015
5000 U
3510 J
520 J
100 U
1500
63000
7800
S-2
7/16/2015
3860J
10500
1000 U
100 U
1100
152000
2700
S-3
7/17/2015
5000 U
3000 J
1100
100 U
2900
37000
4000
S-4
7/17/2015
2940 J
8860
1000 U
100 U
740 J
143000
7000
S-5
7/17/2015
5000 U
2880 J
1400
100 U
700 J
49000
6800
S-7
7/17/2015
5000 U
3360 J
1000 U
100 U
4000
25000 U
45300
S-8
7/17/2015
5000 U
10300
8800
100 U
740J
97000
2500 U
S-9
7/17/2015
1 5210
1 37100
1 475000
1 100 U
1 2500
1 791000
1 2500 U
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC Criteria.
North Carolina Department of Environment and Natural Resources Division of Water
Resources 02L Groundwater Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L standard. Appendix #1 of 15A NCAC
Subchapter 02L Classifications and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs). The IMACs were issued in 2010
and 2011, however NCDENR has not established a 02L standard for these constituents as described in
15A NCAC 02L.0202(c). For this reason, IMACs are noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 6 of 6

Table 9-4. Seep Sample Results - Speciation
Analyte
As(III)
As(V)
Chromium (III)
Chromium (VI)
Fe(II)
Fe(III)
Mn(II)
Mn(IV)
Se(IV)
CAS RN
7784-46-5
10103-60-3
16065-83-1
18540-29-9
1345-25-1
1309-37-1
1344-43-0
1313-13-9
10102-18-8
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
Sample Name
Sample Date
S-1
7/16/2015
0.568 J+
0.5 U
1.208
0.022
18.5 J-
569.5
56.9
6.2
2 U
S-2
7/16/2015
0.777 J+
0.5 U
0.28 J
0.02 U
34.9 J+
11.4
318
5
2 U
S-3
7/17/2015
0.184 J+
0.673
1.21
0.01 J
92
642
131
21J
2 U
S-5
7/17/2015
0.484 J+
0.281 J
1.2J
0.02 U
80
422
156
4
2 U
S-7
7/17/2015
2.09 J+
0.5 U
0.328 J
0.02 U
523
1207
461
2U
2 U
S-8
7/17/2015
0.445 J+
0.5 U
0.193
0.042
60
130
12.5
0.5
2 U
S-9
7/17/2015
0.5 U
0.5 U
0.298
0.01 J
40 U
45.8
473
25
2 U
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 1 of 2

Table 9-4. Seep Sample Results - Speciation
Analyte
Se(VI)
CAS RN
13410-01-0
Result Unit
ug/I
Sample Name
Sample Date
S-1
7/16/2015
2 U
S-2
7/16/2015
2 U
S-3
7/17/2015
2 U
S-5
7/17/2015
2 U
S-7
7/17/2015
2 U
S-8
7/17/2015
3.75
S-9
7/17/2015
6.4
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 2 of 2

Table 9-5. Sediment Sample Results - Total and Dissolved
Analyte
Aluminum
Antimony
Arsenic
Barium
Beryllium
Boron
Cadmium
Chromium
Cobalt
Copper
CAS RN
7429-90-5
7440-36-0
7440-38-2
7440-39-3
7440-41-7
7440-42-8
7440-43-9
7440-47-3
7440-48-4
7440-50-8
Result Unit
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
NC PSRG Ind
100000
94
3
44000
460
46000
200
100000
70
9400
NC PSRG Prot GW
NS
0.9
5.8
580
63
45
3
360000
0.9
700
Sample Name
Sample Date
SD-BL-D SEDIMENT
7/20/2015
4410
6.7 U
6.7 U
34.3
0.22 J
16.8 U
0.81 U
2.2
6.7 U
3.4
SD-BL-U SEDIMENT
7/20/2015
3010
7.7 U
7.7 U
19.3
0.46
19.2 U
0.92 U
5.2
7.7 U
3.8
SD-DR-D SEDIMENT
7/20/2015
7560
7.3 UJ
5.2 J-
70.6
0.69
13.5 J
0.87 UJ
16.6
9.3 J-
9.1
SD-DR-U SEDIMENT
7/20/2015
4050
6.7 U
6.7 U
42.2
0.26 J
16.8 U
0.81 U
8.4
6.7 U
3.9
General Notes:
mg/kg - milligrams per kilogram
NA - Not analyzed or not reported by analytical laboratory
Std. Units - pH units
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either applicable criteria.
bold - indicates exceedance of NCDENR Industrial Health
Based PSRG
Italic/underline- indicates exceedance of NCDENR Protection
of Groundwater PSRG
North Carolina Department of Environment and Natural
Resources Division of Waste Management Soil Remediation
Goals Table (March 2015) - Preliminary Industrial Health
Based Soil Remediation Goal (PSRG) and Protection of
Groundwater PSRG.
**Note: No PSRG for Total Chromium is currently available, as
a surrogate the PSRG for Trivalent Chromium was used for
comparison purposes only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 1 of 3

Table 9-5. Sediment Sample Results - Total and Dissolved
Analyte
Iron
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Strontium
Thallium
Vanadium
CAS RN
7439-89-6
7439-92-1
7439-96-5
7439-97-6
7439-98-7
7440-02-0
7782-49-2
7440-24-6
7440-28-0
7440-62-2
Result Unit
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
NC PSRG Ind
100000
800
5200
8
1200
4400
1200
100000
2.4
1200
NC PSRG Prot GW
150
270
65
1
NS
130
2.1
NS
0.28
6
Sample Name
Sample Date
SD-BL-D SEDIMENT
7/20/2015
6430
4.1 J
68.3
0.0075 J
3.4 U
1.4 J
6.7 U
5.2
6.7 U
14.6
SD-BL-U SEDIMENT
7/20/2015
4760
7.7 U
62.2
0.012 U
3.8 U
3
7.7 U
2.2 J
7.7 U
11
SD-DR-D SEDIMENT
7/20/2015
13800
6.6 J-
217
0.011 J
3.6 U
10
4.3 J-
6.6
7.3 U
28.5 J-
SD-DR-U SEDIMENT
7/20/2015
6990
6.7 U
90.4
0.01 J
3.4 U
3.3
6.7 U
3 J
6.7 U
15
General Notes:
mg/kg - milligrams per kilogram
NA - Not analyzed or not reported by analytical laboratory
Std. Units - pH units
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either applicable criteria.
bold - indicates exceedance of NCDENR Industrial Health
Based PSRG
Italic/underline- indicates exceedance of NCDENR Protection
of Groundwater PSRG
North Carolina Department of Environment and Natural
Resources Division of Waste Management Soil Remediation
Goals Table (March 2015) - Preliminary Industrial Health
Based Soil Remediation Goal (PSRG) and Protection of
Groundwater PSRG.
**Note: No PSRG for Total Chromium is currently available, as
a surrogate the PSRG for Trivalent Chromium was used for
comparison purposes only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 2 of 3

Table 9-5. Sediment Sample Results - Total and Dissolved
Analyte
Zinc
Calcium
Chloride
Magnesium
Nitrate
Potassium
Sodium
Sulfate
pH (field)
Total Organic
Carbon
CAS RN
7440-66-6
7440-70-2
16887-00-6
7439-95-4
14797-55-8
7440-09-7
7440-23-5
14808-79-8
PH
TOC
Result Unit
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
Std. Units
mg/kg
NC PSRG Ind
70000
NS
NS
NS
100000
NS
NS
NS
NS
NS
NC PSRG Prot GW
1200
NS
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
SD-BL-D SEDIMENT
7/20/2015
8.1
437
338 U
603
33.8 UJ
461
335 U
338 U
6.7 J
2190
SD-BL-U SEDIMENT
7/20/2015
11.2
176 J
372 U
868
37.2 UJ
628
383 U
372 U
6 J
2540
SD-DR-D SEDIMENT
7/20/2015
40.1
712
228 J
2340
36.9 UJ
1600
365 U
369 U
6.5 J
4500
SD-DR-U SEDIMENT
7/20/2015
16.3
262
336 U
1200
33.6 UJ
845
336 U
336 U
5.8 J
1340
General Notes:
mg/kg - milligrams per kilogram
NA - Not analyzed or not reported by analytical laboratory
Std. Units - pH units
Comparison Criteria:
NS - No applicable standard for this parameter
Shading indicates exceedance of either applicable criteria.
bold - indicates exceedance of NCDENR Industrial Health
Based PSRG
Italic/underline- indicates exceedance of NCDENR Protection
of Groundwater PSRG
North Carolina Department of Environment and Natural
Resources Division of Waste Management Soil Remediation
Goals Table (March 2015) - Preliminary Industrial Health
Based Soil Remediation Goal (PSRG) and Protection of
Groundwater PSRG.
**Note: No PSRG for Total Chromium is currently available, as
a surrogate the PSRG for Trivalent Chromium was used for
comparison purposes only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 3 of 3

Table 10-1. State and Federal Drinking Water Standards
Constituent
NCAC 2L Groundwater
Standard (µg/L)
IMAC (µg/L)
EPA Primary MCL
(µg/L)
EPA Secondary MCL
(µg/L)
Aluminum
-
50 - 200
Antimony
-
1
6
-
Arsenic
10
-
10
Barium
700
-
2,000
Boron
700
-
-
-
Chloride
250,000
-
250,000
Cobalt
-
1
-
-
Lead
15
-
15
-
Iron
300
-
-
300
Manganese
50
-
50
pH
6.5-8.5*
-
-
6.5-8.5*
Selenium
20
-
50
-
Thallium
-
0.2
2
-
TDS
500,000
-
-
500,000
Vanadium
0.3
Notes:
* Standard Units
µg/L indicate micrograms per liter
Belews Creek Steam Station
Page 1 of 1

Table 10-2. Private Well Sample Results
Arsenic Concentrations in Stokes County Groundwater
Count
391
Minimum (µg/L)
0.5
Maximum (µg/L)
13
Mean (µg/L)
1.7
Percentage of wells above MCL
0.51%
Barium Concentrations in Stokes County Groundwater
Count
154
Minimum (µg/L)
50
Maximum (µg/L)
50
Mean (µg/L)
50
Percentage of wells above MCL
0.00%
Cadmium Concentrations in Stokes County Groundwater
Count
154
Minimum (µg/L)
0.5
Maximum (µg/L)
0.5
Mean (µg/L)
0.5
Percentage of wells above MCL
0.00%
Chromium Concentrations in Rockingham County
Groundwater
Count
154
Minimum (µg/L)
5
Maximum (µg/L)
80
Mean (µg/L)
5.6
Percentage of wells above MCL
0.00%
Iron Concentrations in Stokes County Groundwater
Count
387
Minimum (µg/L)
25
Maximum (µg/L)
33,970
Mean (µg/L)
731.7
Percentage of wells above SMCL
31.27%
Lead Concentrations in Stokes County Groundwater
Count
506
Minimum (µg/L)
2.5
Maximum (µg/L)
49
Mean (µg/L)
3.9
Percentage of wells above SMCL
4.55%
Arsenic Concentrations in Rockingham County Groundwater
Count
577
Minimum (µg/L)
0.5
Maximum (µg/L)
20
Mean (µg/L)
1.8
Percentage of wells above MCL
0.69%
Barium Concentrations in Rockingham County Groundwater
Count
245
Minimum (µg/L)
50
Maximum (µg/L)
50
Mean (µg/L)
50
Percentage of wells above MCL
0.00%
Cadmium Concentrations in Rockingham County Groundwater
Count
245
Minimum (µg/L)
0.5
Maximum (µg/L)
5
Mean (µg/L)
0.6
Percentage of wells above MCL
0.00%
Chromium Concentrations in Rockingham County Groundwater
Count
245
Minimum (µg/L)
0.5
Maximum (µg/L)
5
Mean (µg/L)
0.6
Percentage of wells above MCL
0.00%
Iron Concentrations in Rockingham County Groundwater
Count
575
Minimum (µg/L)
25
Maximum (µg/L)
27,270
Mean (µg/L)
602.4
Percentage of wells above SMCL
24.00%
Lead Concentrations in Rockingham County Groundwater
Count
584
Minimum (µg/L)
2.5
Maximum (µg/L)
115
Mean (µg/L)
3.6
Percentage of wells above SMCL
2.40%
Belews Creek Steam Station
Page 1 of 2

Table 10-2. Private Well Sample Results
pH of Stokes County Groundwater
Count
391
Minimum (Standard Units)
4.1
Maximum (Standard Units)
9.5
Mean (Standard Units)
6.9
Percentage of wells above SMCL
0.26%
Percentage of wells below SMCL
18.41%
Selenium Concentrations in Stokes County Groundwater
Count
154
Minimum (µg/L)
2.5
Maximum (µg/L)
25.3
Mean (µg/L)
2.7
Percentage of wells above MCL
0.00%
pH of Rockingham County Groundwater
Count
577
Minimum (Standard Units)
4.6
Maximum (Standard Units)
9.2
Mean (Standard Units)
7
Percentage of wells above SMCL
0.35%
Percentage of wells below SMCL
16.98%
Selenium Concentrations in Rockingham County Groundwater
Count
245
Minimum (µg/L)
2.5
Maximum (µg/L)
26
Mean (µg/L)
2.7
Percentage of wells above MCL
0.00%
Belews Creek Steam Station
Page 2 of 2

Table 10-3. Iron and Manganese Concentrations
Region
Average Concentration of Iron in
Groundwater (Ng/L)
North Carolina Coastal Plain
2715
North Carolina Piedmont
624
North Carolina Mountains
622
North Carolina (statewide)
1320
Region
Average Concentration of Manganese
in Groundwater (Ng/L)
North Carolina Coastal Plain
41
North Carolina Piedmont
221
North Carolina Mountains
44
North Carolina (statewide)
102
Belews Creek Steam Station
Page 1 of 1

Table 10-4. Redox Conditions - General Redox Category
Redox Parameter:
Redox Category
Redox Process
Sample Name
Sample Date
AB-1S
7/10/2015
AnoxicOrMixed(ox-an)
Fe(III)-02?
AB-1D
7/10/2015
AnoxicOrMixed(ox-an)
Fe(III)-02?
AB-2S
7/15/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
AB-21D
7/15/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
AB-3S
7/11/2015
Mixed(anoxic)
Fe(III)-SO4-02?
AB-31D
7/10/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
AB-4D
7/16/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
AB-4BR
7/16/2015
OxicOrSuboxic
02?OrSuboxic
AB-5D
7/14/2015
AnoxicOrMixed(ox-an)
Fe(III)-02?
AB-61D
7/8/2015
AnoxicOrMixed(ox-an)
Mn(IV)-02?
AB-7D
6/16/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
AB-81D
6/17/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
AB-9S
7/15/2015
AnoxicOrMixed(ox-an)
CH4gen-02?
AB-9D
7/16/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
AB-9BR
7/16/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
BG-1 D
7/14/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
BG-2S
7/9/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
BG-2D
7/9/2015
OxicOrSuboxic
02?OrSuboxic
BG-2BR
7/9/2015
OxicOrSuboxic
02?OrSuboxic
BG-3S
7/18/2015
OxicOrSuboxic
02?OrSuboxic
BG-3D
7/18/2015
AnoxicOrMixed(ox-an)
Fe(III)-02?
GWA-1 S
7/12/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
GWA-1 D
7/12/2015
Mixed(anoxic)
Fe(III)-SO4-02?
GWA-2S
7/11/2015
AnoxicOrMixed(ox-an)
Fe(III)-02?
GWA-2D
7/11/2015
Mixed(anoxic)
Fe(III)-SO4-02?
GWA-3D
7/15/2015
OxicOrSuboxic
02?OrSuboxic
GWA-4D
7/14/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
GWA-5S
7/14/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
GWA-5D
7/13/2015
AnoxicOrMixed(ox-an)
Mn(IV)-02?
GWA-5BR2
7/13/2015
OxicOrSuboxic
02?OrSuboxic
GWA-6S
7/16/2015
AnoxicOrMixed(ox-an)
Mn(IV)-02?
GWA-6D
7/16/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
GWA-7S
7/15/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
GWA-7 D
7/15/2015
OxicOrSuboxic
02?OrS u boxic
GWA-8S
7/14/2015
AnoxicOrMixed(ox-an)
Mn(IV)-02?
GWA-8D
7/15/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
GWA-9S
7/18/2015
AnoxicOrMixed(ox-an)
Fe(III)-02?
GWA-9D
7/18/2015
OxicOrSuboxic
02?OrSuboxic
GWA-10S
7/18/2015
AnoxicOrMixed(ox-an)
Mn(IV)-02?
GWA-10D
7/18/2015
OxicOrSuboxic
02?OrSuboxic
GWA-11 S
7/18/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
GWA-11 D
7/18/2015
Mixed(anoxic)
Fe(III)-SO4-02?
GWA-12S
7/17/2015
AnoxicOrMixed(ox-an)
Fe(III)-02?
GWA-12D
7/17/2015
Mixed(anoxic)
Fe(II I)-SO4-02?
GWA-12BR
7/17/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
GWA-16S
7/16/2015
AnoxicOrMixed(ox-an)
CH4gen-02?
GWA-16D
7/16/2015
OxicOrSuboxic
02?OrSuboxic
GWA-17S
7/15/2015
AnoxicOrMixed(ox-an)
Fe(III)-02?
GWA-17D
7/15/2015
OxicOrSuboxic
02?OrSuboxic
MW-102S
6/17/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
MW-102D
6/17/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
MW-103S
7/12/2015
AnoxicOrMixed(ox-an)
Fe(III)-02?
MW-103D
7/12/2015
AnoxicOrMixed(ox-an)
Fe(III)-02?
MW-200S
7/14/2015
Indeterminate
--
MW-200D
7/14/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
MW-200BR
7/14/2015
Indeterminate
--
MW-201 D
7/18/2015
Mixed(anoxic)
Fe(III)-SO4-02?
MW-202S
7/16/2015
OxicOrSuboxic
02?OrSuboxic
MW-202D
7/16/2015
OxicOrSuboxic
02?OrSuboxic
MW-202BR
7/16/2015
OxicOrSuboxic
02?OrSuboxic
MW-203S
7/18/2015
OxicOrSuboxic
02?OrSuboxic
MW-203D
7/18/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
MW-203BR
7/18/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
MW-204S
7/18/2015
AnoxicOrMixed(ox-an)
Fe(III)-02?
MW-204D
7/18/2015
Mixed(anoxic)
Fe(I I I)-SO4-02?
Notes:
For samples with complete water quality results (measured DO, NO3, Mn, Fe, and SO4) the general
redox category and redox process is assigned.
For samples with incomplete water quality results (missing one or more parameter), samples are divided
into two classes based on DO levels.
For those samples that do not have DO data, but have NO3, Mn, Fe, and SO4, redox process and
category is assigned but amended with additional information regarding the lack of DO data.
For those samples that do not have data for either NO3, Mn, Fe, or SO4, samples are classified as
"Indeterminate"
Question marks (?) indicate that the process is likely in that direction though the calculation did not have
enough information to completely assign a category.
Calculations were made using the spreadsheet provided by the United States Geological Survey.
Method was conducted following the report: An Excel Workbook for Identifying Redox Processes in
Ground Water Open File Report 2009-1004. Available online at
http://pubs.usgs.gov/of/2009/1004/ofr-2009-1004.pdf
Belews Creek Steam Station
Page 1 of 1

Table 10-5. Groundwater Sample Results - Background - Total and Dissolved
Analyte
Aluminum
Aluminum
Antimony
Antimony
Arsenic
Arsenic
Barium
Barium
Beryllium
Beryllium
CAS RN
7429-90-5
7429-90-5
7440-36-0
7440-36-0
7440-38-2
7440-38-2
7440-39-3
7440-39-3
7440-41-7
7440-41-7
Fraction
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
NS
NS
NS
NS
10
10
700
700
NS
NS
IMAC*
NS
NS
1
1
NS
NS
NS
NS
4
4
Sample Name
Sample Date
BG-1 D
7/14/2015
100 U
140
0.27 J
1.5
0.16 J
0.46 J
5 U
4.1 J
0.2 U
0.2 U
BG-2S
7/9/2015
100 U
410
0.5 U
0.5 U
0.5 U
0.5 U
51
60
0.2 U
0.2 U
BG-2D
7/9/2015
100 U
78 J
0.32 J
0.25 J
0.17 J
0.2 J
7.4
7.8
0.2 U
0.2 U
BG-2BR
7/9/2015
130
150
0.62
0.6
1.9
1.9
7.2
7.7
0.2 U
0.2 U
BG-3S
7/18/2015
100 U
130
0.5 U
0.5 U
0.5 U
0.5 U
37
40
0.2 U
0.17 J
BG-31D
7/18/2015
100 U
2200
0.5 U
0.16 J
0.32 J
0.43 J
5 U
51
0.2 U
0.33
MW-202S
7/16/2015
100 U
95 J
0.39 J+
0.44 J+
0.5 U
0.5 U
20
19
0.2 U
0.23
MW-202D
7/16/2015
100 U
65 J
0.99 J+
0.94 J+
0.5 U
0.5 U
5.8
5.3
0.2 U
0.2 U
MW-202BR
7/16/2015
100 U
80 J
1.2
0.43 J
0.49 J
0.51
12
11
0.38
0.18 J
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
'NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs).
The IMACs were issued in 2010 and 2011, however NCDENR has not
established a 02L standard for these constituents as described in 15A
NCAC 02L.0202(c). For this reason, IMACs are noted in this report for
reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 1 of 6

Table 10-5. Groundwater Sample Results - Background - Total and Dissolved
Analyte
Boron
Boron
Cadmium
Cadmium
Chromium
Chromium
Cobalt
Cobalt
Copper
Copper
CAS RN
7440-42-8
7440-42-8
7440-43-9
7440-43-9
7440-47-3
7440-47-3
7440-48-4
7440-48-4
7440-50-8
7440-50-8
Fraction
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
700
700
2
2
10
10
NS
NS
1000
1000
IMAC*
NS
NS
NS
NS
NS
NS
1
1
NS
NS
Sample Name
Sample Date
BG-1 D
7/14/2015
50 U
50 U
0.16
0.2
0.26 J
2.7
1.8
0.9
10.5
1.8
BG-2S
7/9/2015
50 U
50 U
0.35
0.41
1.3 J+
1.1 J+
0.19 J
0.19 J
0.7 J+
0.46 J
BG-2D
7/9/2015
40 J+
50 U
0.11
0.059 J
0.46 J+
2.6 J+
0.14 J
0.28 J
5.5
1 U
BG-2BR
7/9/2015
36 J+
50 U
0.042 J
0.14
1.8 J+
3.6 J+
0.5 U
0.5 U
0.62 J+
0.77 J
BG-3S
7/18/2015
50 U
50 U
0.035 J
0.052 J
0.57 J+
1.2 J+
0.52
0.53
2.7 J+
1 U
BG-31D
7/18/2015
50 U
50 U
0.08 U
0.08 U
0.29 J+
0.77 J+
0.5 U
0.23 J
0.71 J+
1.2 J+
MW-202S
7/16/2015
50 U
50 U
0.08 U
0.08 U
0.73 J+
1.2 J+
0.5 U
0.5 U
0.38 J+
0.9 J+
MW-202D
7/16/2015
50 U
50 U
0.08 U
0.08 U
0.47 J+
0.87 J+
0.5 U
0.5 U
0.24 J+
0.59 J+
MW-202BR
7/16/2015
26 J
37 J
0.048 J
0.052 J
3.5 J+
4.8
0.5 U
0.5 UJ
4.1 J+
9.7
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
'NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs).
The IMACs were issued in 2010 and 2011, however NCDENR has not
established a 02L standard for these constituents as described in 15A
NCAC 02L.0202(c). For this reason, IMACs are noted in this report for
reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 2 of 6

Table 10-5. Groundwater Sample Results - Background - Total and Dissolved
Analyte
Iron
Iron
Lead
Lead
Manganese
Manganese
Mercury
Mercury
Molybdenum
Molybdenum
CAS RN
7439-89-6
7439-89-6
7439-92-1
7439-92-1
7439-96-5
7439-96-5
7439-97-6
7439-97-6
7439-98-7
7439-98-7
Fraction
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
300
300
15
15
50
50
1
1
NS
NS
IMAC*
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
BG-1 D
7/14/2015
50 U
100
0.99
0.26
120
93
0.2 U
0.2 U
0.34 J
1.1
BG-2S
7/9/2015
50 U
650
0.1 U
0.1 U
13
25
0.2 U
0.2 U
0.1 J
0.11 J
BG-2D
7/9/2015
50 U
72
0.52
0.097 J
11
12
0.2 U
0.2 U
1.4
1.4
BG-2BR
7/9/2015
50 U
83
0.1 U
0.056 J
5 U
2.7 J
0.2 U
0.2 U
8.8
8.8
BG-3S
7/18/2015
50 U
50 U
0.095 J+
0.066 J
26
29
0.2 U
0.2 U
0.5 U
0.5 U
BG-31D
7/18/2015
50 U
1900
0.1 U
1.5
5.5
70
0.2 U
0.2 U
1
0.78
MW-202S
7/16/2015
50 U
68
0.1 U
0.1 U
2.6 J
3.2 J
0.2 U
0.2 U
0.5 U
0.5 U
MW-202D
7/16/2015
50 U
72
0.1 U
0.067 J
5 U
2.9 J
0.2 U
0.2 U
0.29 J
0.31 J
MW-202BR
7/16/2015
50 U
78
0.07 J+
0.068 J
10
9.8
0.2 U
0.2 U
3.7
3.7
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
'NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs).
The IMACs were issued in 2010 and 2011, however NCDENR has not
established a 02L standard for these constituents as described in 15A
NCAC 02L.0202(c). For this reason, IMACs are noted in this report for
reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 3 of 6

Table 10-5. Groundwater Sample Results - Background - Total and Dissolved
Analyte
Nickel
Nickel
Selenium
Selenium
Strontium
Strontium
Thallium
Thallium
Vanadium
Vanadium
CAS RN
7440-02-0
7440-02-0
7782-49-2
7782-49-2
7440-24-6
7440-24-6
7440-28-0
7440-28-0
7440-62-2
7440-62-2
Fraction
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
100
100
20
20
NS
NS
NS
NS
NS
NS
IMAC*
NS
NS
NS
NS
NS
NS
0.2
0.2
0.3
0.3
Sample Name
Sample Date
BG-1 D
7/14/2015
3.4
3.5
0.5 U
0.5 U
32
49
0.043 J
0.024 J
0.29 J
0.75 J
BG-2S
7/9/2015
0.96 J+
0.92 J+
0.5 U
0.5 U
18
18
0.025 J
0.1 U
1 U
0.31 J
BG-2D
7/9/2015
0.66 J+
1.5 J+
0.5 U
0.5 U
38
40
0.1 U
0.1 U
1.2
1.4
BG-2BR
7/9/2015
0.63 J+
1.7 J+
1.1
1.1
130
130
0.1 U
0.1 U
7.2
7.4
BG-3S
7/18/2015
0.7
0.94 J+
0.5 U
0.5 U
24
25
0.039 J
0.048 J+
0.48 J+
1 U
BG-31D
7/18/2015
0.24 J
1.1 J+
0.5 U
0.24 J
21
70
0.1 U
0.1 U
1.2 J+
0.94 J
MW-202S
7/16/2015
0.18 J+
0.3 J+
0.5 U
0.5 U
9.3
9.1
0.1 U
0.1 U
1 U
1 U
MW-202D
7/16/2015
1.2 J+
1.1 J+
0.5 U
0.5 U
39
37
0.1 U
0.1 U
1 U
1 U
MW-202BR
7/16/2015
0.68 J+
0.83
0.48 J
0.44 J
110
100
0.021 J
0.1 U
1.8
2.3
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
'NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs).
The IMACs were issued in 2010 and 2011, however NCDENR has not
established a 02L standard for these constituents as described in 15A
NCAC 02L.0202(c). For this reason, IMACs are noted in this report for
reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 4 of 6

Table 10-5. Groundwater Sample Results - Background - Total and Dissolved
Analyte
Zinc
Zinc
Alkalinity, HCO3
Alkalinity, CO3
Alkalinity, lab
Calcium
Chloride
Magnesium
Methane
Nitrogen, NO2 plus
N 03
CAS RN
7440-66-6
7440-66-6
ALK-HCO3
ALK-0O3
ALK-LAB
7440-70-2
16887-00-6
7439-95-4
74-82-8
NO2-NO3
Fraction
D
T
N
N
N
T
N
T
N
N
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
1000
1000
NS
NS
NS
NS
250000
NS
NS
NS
IMAC*
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
BG-1 D
7/14/2015
10 U
7.7 J+
23800
5000 U
23800 J-
5410
7800
2200
24.3
830
BG-2S
7/9/2015
10 U
7.3 J
13400
5000 U
13400
1920
2000
1280
1.8 J+
420
BG-2D
7/9/2015
12 J+
5.8 J
47200
5000 U
47200
11400
9700
5960
2.6 J+
650
BG-2BR
7/9/2015
3.7 J+
2.7 J
59600
4600 J
64100
26600
6600
2550
1.6 J+
95
BG-3S
7/18/2015
15 J+
6.9 J
6800
5000 U
6800
2080
2900
1310
0.85 J+
3100
BG-31D
7/18/2015
6 J+
8.1 J
24300
5000 U
24300
6570
4600
2490
1.2 J+
1900
MW-202S
7/16/2015
3 J
2.8 J
14000
5000 U
14000
1040
1200
474
1.4 J+
46 J+
MW-202D
7/16/2015
6 J
4.8 J
28900
5000 U
28900
3930
2000
1800
1.3 J+
160 J+
MW-202BR
7/16/2015
30
13
77600
5000 U
77600
19100
2900
3100
1.2 J+
150
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
'NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs).
The IMACs were issued in 2010 and 2011, however NCDENR has not
established a 02L standard for these constituents as described in 15A
NCAC 02L.0202(c). For this reason, IMACs are noted in this report for
reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 5 of 6

Table 10-5. Groundwater Sample Results - Background - Total and Dissolved
Analyte
Potassium
Sodium
Sulfate
Sulfide
Total Organic
Carbon
Total Dissolved
Solids
Total Suspended
Solids
CAS RN
7440-09-7
7440-23-5
14808-79-8
18496-25-8
TOC
TDS
TSS
Fraction
T
T
N
N
N
N
N
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
NS
NS
250000
NS
NS
500000
NS
IMAC*
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
BG-1 D
7/14/2015
3300 J
11500
10500
100 U
660 J
88000
20900
BG-2S
7/9/2015
5000 U
3510 J
1000 U
100 U
1000 U
57000
95600
BG-2D
7/9/2015
5000 U
7540
3200
100 U
1000 U
107000
5900
BG-2BR
7/9/2015
11100
9810
23400
100 U
970 J
149000
7200
BG-3S
7/18/2015
5000 U
4770 J
1000 U
100 U
1000 U
57000
8600
BG-31D
7/18/2015
5000 U
14400
920 J
100 U
1000 U
173000
33100
MW-202S
7/16/2015
5000 U
5300
1000 U
100 U
1000 U
41000
2500 U
MW-202D
7/16/2015
5000 U
7980
1200
100 U
10900
71000
5600 U
MW-202BR
7/16/2015
5150
12000
9600
100 U
670 J
133000
2700
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
'NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of North
Carolina, lists Interim Maximum Allowable Concentrations (IMACs).
The IMACs were issued in 2010 and 2011, however NCDENR has not
established a 02L standard for these constituents as described in 15A
NCAC 02L.0202(c). For this reason, IMACs are noted in this report for
reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 6 of 6

Table 10-6. Groundwater Sample Results - Total and Dissolved
Analyte
Aluminum
Aluminum
Antimony
Antimony
Arsenic
Arsenic
Barium
Barium
Beryllium
Beryllium
Boron
Boron
CAS RN
7429-90-5
7429-90-5
7440-36-0
7440-36-0
7440-38-2
7440-38-2
7440-39-3
7440-39-3
7440-41-7
7440-41-7
7440-42-8
7440-42-8
Fraction
D
T
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
NS
NS
NS
NS
10
10
700
700
NS
NS
700
700
IMAC"
NS
NS
1
1
NS
NS
NS
NS
4
4
NS
NS
Sample Name
Sample Date
AB-1 S
7/10/2015
54 J
9600
0.5 U
0.5 U
1.2
39
76
100
0.2 U
0.31
13100
12700
AB-1 D
7/10/2015
83 J
1200
0.5 U
0.5 U
2.2
3.4
170
190
0.7
0.9
13200 J+
12800 J-
AB-2S
7/15/2015
2500
3300
21.4
8.1
7.2
6.8
6.9
9.8
0.1 J
0.17 J
250 J+
200
AB-2D
7/15/2015
86 J
260
1.5
0.75
1.1 J+
0.9
71
74
0.68
0.35
14900
11400
AB-3S
7/11/2015
100 U
270
0.5 U
0.5 U
0.48 J
0.76
140
140
0.068 J
0.071 J
13300
13200
AB-3D
7/10/2015
100 U
130
0.5 U
0.5 U
6.3
6.6
15
14
0.2 U
0.2 U
2500
2400
AB-4D
7/16/2015
100 U
79 J
2.3
1
2.5
3.1
25
22
0.27
0.12 J
120
130
AB-4BR
7/16/2015
500
1100
2.6
0.71
0.58
0.65
26
24
0.2 U
0.2 U
38 J
54
AB-5D
7/14/2015
100 U
1300
0.56
0.66
6.6
8.5
18
35
0.2 U
0.21
49 J
52
AB-6D
7/8/2015
100 U
66 J
0.5 U
0.16 J
0.13 J
0.12 J
20
22
0.2 U
0.2 U
50 U
50 U
AB-7D
6/16/2015
495 J
533
0.5 UJ
0.5 U
0.5 UJ
0.56
12 J+
12
0.2 UJ
0.2 U
50 U
54
AB-8D
6/17/2015
100 U
420
0.19 J
0.18 J
2.1
2.1
13
14
0.2 U
0.2 U
63 J+
42 J
AB-9S
7/15/2015
51 J
110
0.8 J+
0.42 J
0.17 J+
0.5 U
58
63
0.2 U
0.069 J
30 J
51
AB-9D
7/16/2015
100 U
430
0.29 J+
0.27 J+
1.7
1.8
11
11
0.2 U
0.2 U
64
59
AB-9BR
7/16/2015
66 J
250
0.7 J+
0.53 J+
9.3
9.1
4.4 J
5.4
0.2 U
0.2 U
50 U
50 U
GWA-10S
7/18/2015
690
700
0.5 U
0.5 U
3.5
5
260
260
1.3
1.4
49 J
46 J
GWA-10D
7/18/2015
1100
1300
0.98 J+
1.6
1.5
1.7
24
23
0.2 U
0.2 U
50 U
50 U
GWA-11S
7/18/2015
100 U
170
0.5 U
0.5 U
1.1
1.3
500
490
6.9
6.6
170
160
GWA-11 D
7/18/2015
100 U
170
0.82
0.8
2
2.1
20
22
0.2 U
0.068 J
29 J
50 U
GWA-12S
7/17/2015
100 U
1900
1.2
0.31 J
0.5 U
0.3 J
16
50
0.2 U
0.17 J+
50 U
50 UJ
GWA-12D
7/17/2015
100 U
210
0.91
0.33 J
0.42 J
0.38 J
21
27
0.081 J
0.087 J+
46 J
37 J
GWA-12BR
7/17/2015
100 U
170
0.52
0.65
0.93
1.1
5 U
3.1 J
0.094 J
0.48 J+
38 J
36 J
GWA-16S
7/16/2015
100 U
330
0.2 J+
0.25 J+
0.5 U
0.5 U
56
57
0.071 J
0.2 U
50 U
50 U
GWA-16D
7/16/2015
770
810
1.6 J+
1.5 J+
1.8
2.1
38
40
0.2 U
0.2 U
50 U
50 U
GWA-17S
7/15/2015
100 U
400
0.5 U
0.5 U
0.14 J+
0.16 J
20
25
0.2 U
0.2 U
50 U
50 U
GWA-17D
7/15/2015
150
190
0.22 J+
0.19 J
0.76 J+
0.8
7.2
7.6
0.2 U
0.2 U
50 U
50 U
GWA-1 S
7/12/2015
340
760
0.5 U
0.5 U
0.25 J
0.49 J
340
340
6.3
6
440
430
GWA-1 D
7/12/2015
150
580
0.62
0.63
2.3
2.4
6.4
11
0.2 U
0.2 U
50 U
50 U
GWA-2S
7/11/2015
100 U
1200
0.5 U
0.25 J
0.5 U
1.4
16
30
0.3
0.5
50 U
50 U
GWA-2D
7/11/2015
100 U
130
0.16 J
0.5 U
4.9
4.6
6.5
8.6
0.2 U
0.085 J
37 J
37 J
GWA-3D
7/15/2015
51 J
120
0.6
0.41 J+
0.17 J+
0.18 J
23
29
0.2 U
0.2 U
44 J
86 J+
GWA-4D
7/14/2015
100 U
130
1.7
1.8
1.4
1.4
19
22
0.2 U
0.2 U
31 J
46 J
GWA-5S
7/14/2015
100 U
210
3
2.5
0.5 U
0.5 U
12
14
0.2 U
0.2 U
50 U
50 U
GWA-5D
7/13/2015
100 U
100 U
0.47 J+
0.37 J
0.35 J
0.29 J
9.6
10
0.2 U
0.2 U
50 U
50 U
GWA-5BR(2)
7/13/2015
100 U
75 J
1.5 J+
1.3
1.2
1.2
5.2
5.7
0.2 U
0.2 U
45 J
45 J
GWA-6S
7/16/2015
100 U
90 J
0.5 U
0.5 U
0.5 U
0.5 U
70
68
1.4
1.4
31 J
31 J
GWA-6D
7/16/2015
100 U
390
0.5 U
0.17 J+
0.66
0.84
25
27
0.2 U
0.2 U
50 U
50 U
GWA-7S
7/15/2015
100 U
150
0.5 U
0.5 U
0.5 U
0.5 U
190
200
2.6
2.7
83
92
GWA-7D
7/15/2015
100 U
58 J
0.23 J+
0.34 J
3.2
3.4
15
16
0.2 U
0.2 U
30 J
42 J
GWA-8S
7/14/2015
100 U
100 U
0.62 J+
0.62 J+
0.12 J
0.17 J+
69
72
0.14 J
0.22
80
73
GWA-8D
7/15/2015
100 UJ
450
1.1 J+
0.65
0.33 J+
0.46 J
7.5 J-
12
0.2 U
0.2 U
50 U
30 J
GWA-9S
7/18/2015
100 U
1500
0.5 U
0.5 U
0.5 U
4.2
50
100
0.22
0.62
50 U
50 U
GWA-9D
7/18/2015
100 U
100 U
0.22 J
0.18 J
0.5 U
0.17 J
3.5 J
4.4 J
0.2 U
0.2 U
50 U
50 U
MW-102S
6/17/2015
250
270
0.5 U
0.5 U
1.9
3.7
250
270
0.57
0.61
2500
2500
MW-102D
6/17/2015
100 U
130
0.5 U
0.5 U
0.18 J
0.24 J
5 U
5 U
0.2 U
0.093 J
9200
8800
MW-103S
7/12/2015
100 U
100 U
0.5 U
0.5 U
79.1
79.1
35
36
0.2 U
0.2 U
480
490
MW-103D
7/12/2015
66 J
110
0.5 U
0.5 U
4
7.5
390
450
2.9
4.4
1000
980
MW-200S
7/14/2015
460
3400
0.5 U
0.5 U
3.5
5.7
25
35
0.23
0.32
50 U
50 U
MW-200D
7/14/2015
100 U
71 J
0.5 U
0.5 U
0.9
1.1
4.8 J
5.2
0.2 U
0.2 U
550
590
MW-200BR
7/14/2015
100 U
100 U
0.5 U
0.5 U
1.9
1.7
5 U
5 U
0.13 J
0.11 J
67
68
MW-201 D
7/18/2015
100 U
440
0.5 U
0.5 U
0.5 U
0.5 U
4.3 J
6.3
0.2 U
0.2 U
50 U
50 U
Belews Creek Steam Station
Page 1 of 10

Table 10-6. Groundwater Sample Results - Total and Dissolved
Analyte
Aluminum
Aluminum
Antimony
Antimony
Arsenic
Arsenic
Barium
Barium
Beryllium
Beryllium
Boron
Boron
CAS RN
7429-90-5
7429-90-5
7440-36-0
7440-36-0
7440-38-2
7440-38-2
7440-39-3
7440-39-3
7440-41-7
7440-41-7
7440-42-8
7440-42-8
Fraction
D
T
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/1
ug/I
ug/I
ug/1
ug/I
ug/I
ug/I
ug/1
ug/I
ug/1
ug/I
ug/1
15A NCAC 02L STANDARD
NS
NS
NS
NS
10
10
700
700
NS
NS
700
700
IMAC*
NS
NS
1
1
NS
NS
NS
NS
4
4
NS
NS
Sample Name
Sample Date
MW-203S
7/18/2015
100 U
68 J
0.19 J
0.26 J
0.5 U
0.5 U
45
47
0.12 J
0.13 J
50 U
50 U
MW-203D
7/18/2015
100 U
290
0.48 J
0.28 J
0.5 U
0A9 J
6.6
9.1
0.2 U
0.2 U
50 U
50 U
MW-203BR
7/18/2015
1 100 U
1 300
1 0.24 J
1 0.18 J
1 0.23 J
1 0.41 J
3.8 J
1 8
1 0.2 U
0.068 J
50 U
50 U
MW-204S
7/18/2015
1 100 U
1 88 J
1 0.5 U
1 0.5 U
1 0.17 J
1 0.15 J
130
1 130
1 0.07 J
0.084 J
50 U
50 U
MW-204D
1 7/18/2015
1 100 U
1 120
1 0.5 UJ
1 0.22 J
1 0.5 U
1 0.5 U
1 31
1 32
1 0.2 U
1 0.2 U
1 50 U
1 50 U
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of
North Carolina, lists Interim Maximum Allowable Concentrations
(IMACs). The IMACs were issued in 2010 and 2011, however
NCDENR has not established a 02L standard for these constituents
as described in 15A NCAC 02L.0202(c). For this reason, IMACs are
noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 2 of 10

Table 10-6. Groundwater Sample Results - Total and Dissolved
Analyte
Cadmium
Cadmium
Chromium
Chromium
Cobalt
Cobalt
Copper
Copper
Iron
Iron
Lead
Lead
CAS RN
7440-43-9
7440-43-9
7440-47-3
7440-47-3
7440-48-4
7440-48-4
7440-50-8
7440-50-8
7439-89-6
7439-89-6
7439-92-1
7439-92-1
Fraction
D
T
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
2
2
10
10
NS
NS
1000
1000
300
300
15
15
IMAC"
NS
NS
NS
NS
1
1
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
AB-1 S
7/10/2015
0.08 U
0.045 J
12.8
39.7
31.7
41
0.35 J+
2.7
130
12800
0.1 U
2.6
AB-1 D
7/10/2015
0.24
0.29
0.4 J
3.4
40.4
40.9
0.25 J+
2
91
1600
0.066 J
0.79
AB-2S
7/15/2015
0.08 U
0.04 J
14
19.4
0.16 J
0.37 J
5.1
12.3
50 U
510 J+
0.1 U
0.28
AB-2D
7/15/2015
0.52
0.6
1.1 J+
1.1 J+
109
108
12.4
6.7
110
420 J+
0.19
0.19
AB-3S
7/11/2015
0.045 J
0.046 J
3
5.8
10.9
11.3
0.46 J+
0.52 J
50 U
320
0.052 J
0.22
AB-3D
7/10/2015
0.08 U
0.08 U
0.39 J
1.9
1.8
2.1
0.33 J+
0.61 J
50 U
280
0.049 J
0.37
AB-41)
7/16/2015
0.053 J
0.035 J
0.69 J+
1.6 J+
0.32 J
0.22 J
28.1 J+
38.6
170
170
0.06 J+
0.79
AB-4BR
7/16/2015
0.08 U
0.08 U
8.3 J+
2.6
0.5 U
0.5 U
1.8 J+
1 U
50 U
89
0.1 U
0.051 J
AB-5D
7/14/2015
0.08 U
0.054 J
0.6
3.5
0.14 J
1.1
0.43 J
2.9
44 J
1100
0.1 U
2.3
AB-6D
7/8/2015
0.08 U
0.08 U
0.52 J+
0.58 J+
0.32 J
0.38 J
1 U
0.45 J
50 U
84
0.1 U
0.1 U
AB-7D
6/16/2015
0.08 UJ
0.08 U
0.39 J+
0.47 J
0.5 UJ
0.5 U
8.4 J+
0.28 J
27.3 J
130
0.1 UJ
0.053 J
AB-8D
6/17/2015
0.08 U
0.08 U
0.4 J+
0.96
1.2
1.2
1 U
1 U
66
160
0.1 U
0.14
AB-9S
7/15/2015
0.041 J
0.051 J
0.32 J+
0.24 J+
17.9
21.4
1.5
0.32 J
50 U
120 J+
0.1 U
0.065 J+
AB-9D
7/16/2015
0.08 U
0.08 U
0.46 J+
1.2 J+
0.64
0.86
1 U
0.61 J
270
700
0.1 U
0.28
AB-9BR
7/16/2015
0.08 U
0.08 U
0.18 J+
0.85 J+
0.5 U
0.26 J
0.28 J
0.63 J
50 U
290
0.1 U
0.11
GWA-10S
7/18/2015
0.14
0.14
0.54 J+
1.4 J+
30.6
30.4
8.3 J+
1.4 J+
50 U
35 J
1.8 J+
1.2
GWA-10D
7/18/2015
0.08 U
0.08 U
1.3 J+
1 J+
0.5 U
0.5 UJ
2.1 J+
0.94 J+
50 U
50 UJ
0.074 J+
0.062 J
GWA-11 S
7/18/2015
0.62
0.61
0.75 J+
0.52 J+
7.4
7.4
8.7 J+
0.35 J+
50 U
120
0.84 J+
0.053 J
GWA-11 D
7/18/2015
0.067 J
0.062 J
0.37 J+
1.5 J+
1.5
1.6
6.8 J+
1 UJ
570
810
0.48 J+
0.11
GWA-12S
7/17/2015
0.074 J
0.028 J+
0.2 J+
4.9
0.16 J
0.42 J
2.2 J+
7.9 J+
50 U
1900
0.1 UJ
1.1 J+
GWA-12D
7/17/2015
0.046 J
0.049 J+
0.26 J+
1.3 J+
0.65
1
1.4 J+
4.9 J+
50 U
210
0.1 U
0.6 J+
GWA-12BR
7/17/2015
0.08 U
0.12 J+
0.51 J+
1.4 J+
0.5 U
0.32 J
7.4 J+
27.2
50 U
220
0.77 J+
0.28 J+
GWA-16S
7/16/2015
0.09
0.08 U
0.48 J+
6
5.5
5.6
0.85 J+
0.89 J+
50 U
610
0.058 J+
0.22
GWA-16D
7/16/2015
0.08 U
0.12
0.92 J+
3.1 J+
0.5 U
0.5 U
1.9 J+
2.3 J+
50 U
79
0.059 J+
0.082 J
GWA-17S
7/15/2015
0.08 U
0.08 U
0.23 J+
50.7
1.4
2.6
1 U
1.4
510
1500
0.1 U
0.091 J+
GWA-17D
7/15/2015
0.08 U
0.08 U
0.2 J+
0.73 J+
0.5 U
0.5 U
1 U
0.43 J
50 U
39 J+
0.051 J
0.1 U
GWA-1S
7/12/2015
0.46
0.46
12.5
29.7
8.4
10
4.7
0.96 J
82
780
0.37
0.37
GWA-1 D
7/12/2015
0.2
0.2
1.3
4
1.4
1.6
1.6
1.1
140
620
0.16
0.46
GWA-2S
7/11/2015
0.08 U
0.08 U
0.46 J
2.5
1.2
2
0.82 J+
0.62 J
50 U
1600
0.1 U
1.1
GWA-2D
7/11/2015
0.08 U
0.036 J
0.43 J
1.6 J+
1
1.1
0.49 J+
0.73 J
100
320
0.1 U
0.15
GWA-3D
7/15/2015
0.029 J
0.08 U
0.9
1 J+
0.17 J
0.17 J
0.42 J
0.62 J
50 U
44 J
0.1 U
0.1 U
GWA-4D
7/14/2015
0.25
0.3
4.4
6.2
0.5 U
0.5 UJ
3.6
4.5
50 U
120
0.083 J
0.13
GWA-5S
7/14/2015
0.046 J
0.044 J
2.9
4.4
0.74
0.79
2.5
1.5
50 U
260
0.1 U
0.12
GWA-5D
7/13/2015
0.081
0.035 J
0.47 J
1.9 J+
0.42 J
0.46 J
2.1
0.68 J+
50 U
50 U
0.13
0.071 J
GWA-5BR(2)
7/13/2015
0.067 J
0.025 J
0.71
0.79 J+
0.5 U
0.5 U
0.5 J
0.68 J+
50 U
57
0.1 U
0.064 J
GWA-6S
7/16/2015
0.6
0.59
0.44 J+
0.95 J+
2.4
2.5
0.38 J+
0.25 J+
50 U
86
0.1 U
0.064 J
GWA-6D
7/16/2015
0.08 U
0.045 J
0.21 J+
3.3 J+
2.4
2.9
1 UJ
2 J+
190
820
0.07 J+
0.26
GWA-7S
7/15/2015
0.13
0.14
0.66 J+
0.81 J+
15.1
15.9
0.66 J
0.5 J
50 U
240 J+
0.1 U
0.054 J+
GWA-7D
7/15/2015
0.026 J
0.14
1.3 J+
1.7 J+
0.5 U
0.5 U
0.36 J
3.7
50 U
37 J+
0.1 U
0.1 U
GWA-8S
7/14/2015
0.12
0.18
0.26 J+
0.42 J+
1.3
1.3
1 U
1 U
50 U
36 J+
0.1 U
0.13 J+
GWA-8D
7/15/2015
0.08 U
0.08 U
0.3 J+
1.1 J+
0.2 J
0.38 J
1 U
0.53 J
320 J-
840
0.1 U
0.4 J+
GWA-9S
7/18/2015
0.071 J
0.15
0.64 J+
3.6
2.6
6.8
3.1 J+
3.3
50 U
2200
0.1 U
2.8
GWA-9D
7/18/2015
0.042 J
0.055 J
0.37 J+
1.3
1.8
2.2
9.7 J+
1.8
50 U
65
1
0.1 U
MW-102S
6/17/2015
0.33
0.31
0.3 J+
0.36 J
401 J+
413
0.72 J
0.92 J
2200
2200
0.5
0.4
MW-102D
6/17/2015
0.033 J
0.04 J
0.39 J+
0.49 J
0.95
1
0.54 J
0.6 J
430
910
0.1 U
0.58
MW-103S
7/12/2015
0.08 U
0.08 U
0.32 J
0.3 J
44.7
43.9
1.1
1 U
91700
92200
0.1 U
0.1 U
MW-103D
7/12/2015
4.2
3.8
0.5 U
0.39 J+
167
79.7
2 J+
0.56 J
11600
11600
1.2
0.1 U
MW-200S
7/14/2015
0.12
0.12
2.4
4.1
2.1
2.4
3.1
4.4
250
4300
1.4
2.3
MW-200D
7/14/2015
0.035 J
0.053 J
0.85
2.3
0.5 U
0.5 U
1.1
1 UJ
50 U
100
0.1 U
0.066 J
MW-200BR
7/14/2015
0.08 U
0.08 U
0.27 J
0.23 J
0.5 U
0.5 U
1 U
1 U
180
190
0.1 U
0.1 U
MW-201 D
7/18/2015
0.08 U
0.08 U
2.3 J+
10.3
0.5 U
0.33 J
0.43 J+
2 J+
50 U
630
0.1 U
0.29
Belews Creek Steam Station
Page 3 of 10

Table 10-6. Groundwater Sample Results - Total and Dissolved
Analyte
Cadmium
Cadmium
Chromium
Chromium
Cobalt
Cobalt
Copper
Copper
Iron
Iron
Lead
Lead
CAS RN
7440-43-9
7440-43-9
7440-47-3
7440-47-3
7440-48-4
7440-48-4
7440-50-8
7440-50-8
7439-89-6
7439-89-6
7439-92-1
7439-92-1
Fraction
D
T
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
2
2
10
10
NS
NS
1000
1000
300
300
15
15
IMAC*
NS
NS
NS
NS
1
1
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
MW-203S
7/18/2015
0.08 U
0.041 J
0.53 J+
2 J+
0.5 U
0.5 U
2 J+
0.24 J+
50 U
74
0.22 J+
0.23 J+
MW-203D
7/18/2015
0.08 U
0.08 U
1.6 J+
3 J+
0.5 U
0.27 J
0.36 J+
1.6 J+
50 U
690
0.1 U
0.35 J+
MW-203BR
7/18/2015
1 0.031 J
1 0.035 J
1 0.76 J+
1 3.1
0.5 U
0.24 J
8.7 J+
0.98 J
50 U
1 240
1 1.1
0.53
MW-204S
7/18/2015
1 0.11
1 0.11
1 1.8 J+
1 9.2
17.8
16.5
1.2 J+
1.7 J+
1700
1800
0.1 U
0.067 J
MW-204D
1 7/18/2015
1 0.035 J
1 0.036 J
1 0.35 J+
1 2 J+
1 6.1
1 5.7
1 1.2 J+
1 1.2 J+
1 35 J
290
0.1 U
0.098 J
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of
North Carolina, lists Interim Maximum Allowable Concentrations
(IMACs). The IMACs were issued in 2010 and 2011, however
NCDENR has not established a 02L standard for these constituents
as described in 15A NCAC 02L.0202(c). For this reason, IMACs are
noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 4 of 10

Table 10-6. Groundwater Sample Results - Total and Dissolved
Analyte
Manganese
Manganese
Mercury
Mercury
Molybdenum
Molybdenum
Nickel
Nickel
Selenium
Selenium
Strontium
Strontium
CAS RN
7439-96-5
7439-96-5
7439-97-6
7439-97-6
7439-98-7
7439-98-7
7440-02-0
7440-02-0
7782-49-2
7782-49-2
7440-24-6
7440-24-6
Fraction
D
T
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
50
50
1
1
NS
NS
100
100
20
20
NS
NS
IMAC"
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
AB-1 S
7/10/2015
2300
2500
0.2 U
0.093 J+
0.29 J
0.55
23.7
28.9
0.63
0.74
770
790
AB-1 D
7/10/2015
2200 J-
2300
0.2 U
0.12 J+
0.35 J
0.45 J
8.9
10.6
1.1
1.2
660
700
AB-2S
7/15/2015
4.4 J
15
0.2 U
0.2 U
13.3
16.7
0.26 J
0.63 J+
1.1
1.3
63
69
AB-2D
7/15/2015
20200
14800
0.2 U
0.2 U
0.65
0.68 J+
30.1
29.6
0.68
0.28 J
890
940
AB-3S
7/11/2015
4300
4000
0.2 U
0.2 U
3.7
3.8
3.2
3.7
0.4 J
0.38 J
750
750
AB-3D
7/10/2015
28
35
0.2 U
0.079 J+
5.5
5.4
2
3.2
0.5 U
0.5 U
410
420
AB-4D
7/16/2015
44
29
0.2 U
0.2 U
5.1
5.3
1.2 J+
0.93 J+
1.1
0.99
110
110
AB-4BR
7/16/2015
5 U
5 U
0.2 U
0.2 U
14.7
9.8
0.21 J+
0.34 J
0.67
0.35 J
290
330
AB-5D
7/14/2015
93
120
0.2 U
0.2 U
7.9
7.5
0.7
2.2
0.53
0.82
80
94
AB-6D
7/8/2015
100
110
0.2 U
0.2 U
1.8
1.8
1.2 J+
1.5 J+
0.68 J+
0.23 J
64
68
AB-7D
6/16/2015
11 J+
11
NA
0.00115
3.2 J+
3.2
0.43 J+
0.21 J
0.4 J+
0.42 J
95
87
AB-8D
6/17/2015
120
130
0.2 U
0.081 J+
0.86
0.77
2.8
3 J+
0.29 J
0.49 J
70
72
AB-9S
7/15/2015
590
720
0.2 U
0.2 U
0.5 U
0.5 U
1.6
2.7
0.5 U
0.5 U
6.8
7.3
AB-9D
7/16/2015
160
150
0.16 J
0.2 U
3.3
2.8
0.81
1
0.5 U
0.5 U
100
95
AB-9BR
7/16/2015
21
91
0.16 J
0.2 U
7.6
6.6
0.22 J
0.5 UJ
0.5 U
0.5 U
180
150
GWA-10S
7/18/2015
810
800
0.25
0.47
0.5 U
0.12 J
7.6
7.8
2.3
10.6
15
15
GWA-10D
7/18/2015
5 U
5 U
0.2 U
0.2 U
6.4
5.5
0.6 J+
0.71
0.46 J
0.38 J
570
560
GWA-11S
7/18/2015
330
320
0.2 U
0.2 U
0.5 U
0.5 U
13.8
13.5
0.5 U
0.52
480
460
GWA-11 D
7/18/2015
180
190
0.2 U
0.2 U
2.3
2.3
12.2
13
0.5 U
0.5 U
270
280
GWA-12S
7/17/2015
130
220
0.11 J
0.2 U
0.41 J
0.51
0.84 J+
1.6 J+
0.5 U
0.5 U
33
53
GWA-12D
7/17/2015
250
330
0.2 U
0.2 U
4.8
3.4
1.2 J+
1.5 J+
0.5 U
0.5 U
55
49
GWA-12BR
7/17/2015
44
48
0.2 U
0.2 U
7.6
8.1
1.2 J+
1.9
0.5 U
0.5 U
43
43
GWA-16S
7/16/2015
140
130
0.2 U
0.2 U
0.5 U
0.17 J
3.6
5.7
0.5 U
0.5 U
16
15
GWA-16D
7/16/2015
5 U
5 U
0.2 U
0.2 U
8.4
8.9
0.69 J+
1.7 J+
0.4 J
0.53
580
570
GWA-17S
7/15/2015
380
430
0.2 U
0.2 U
5.8
5.9
14.5
28.7
0.5 U
0.5 U
22
23
GWA-17D
7/15/2015
5 U
5 U
0.2 U
0.2 U
1.4
1.5
0.5 U
0.36 J
0.5 U
0.5 U
75
79
GWA-1S
7/12/2015
350
390
0.2 U
0.075 J+
0.26 J
0.55
35.8
45.2
0.5 U
0.5 U
180
180
GWA-1 D
7/12/2015
21
25
0.2 U
0.2 U
5.2
5.2
8.2
8.6
0.5 U
0.5 U
66
70
GWA-2S
7/11/2015
51
84
0.2 U
0.12 J+
0.5 U
0.14 J
1.3
3.3
0.5 U
0.5 U
5.5
5.7
GWA-2D
7/11/2015
96
96
0.2 U
0.11 J+
3.6
3.5
1.4
2.2
0.5 U
0.5 U
35
41
GWA-3D
7/15/2015
19
17
0.2 U
0.2 U
0.24 J
0.31 J
0.45 J
0.57 J+
0.5 U
0.5 U
150
230
GWA-4D
7/14/2015
6.9
8.9
0.2 U
0.2 U
1.8
2.2
0.88
1
0.24 J
0.29 J
180
190
GWA-5S
7/14/2015
400
420
0.2 U
0.2 U
0.27 J
0.38 J
3.5
3.1
0.5 U
0.5 U
79
82
GWA-5D
7/13/2015
970
1100
0.2 U
0.2 U
12.8
12.3
1.2
1.5 J+
0.5 U
0.5 U
150
160
GWA-5BR(2)
7/13/2015
3.9 J
4.3 J
0.2 U
0.2 U
36.5
38.3
0.42 J
0.27 J+
0.42 J
0.38 J
84
90
GWA-6S
7/16/2015
600
540
0.2 U
0.2 U
0.5 U
0.5 U
3.2 J+
3.5
0.5 U
0.5 U
25
25
GWA-6D
7/16/2015
170
160
0.2 U
0.2 U
1.8
2.6
2.5 J+
4.3
0.5 U
0.5 U
77
78
GWA-7S
7/15/2015
220
240
0.2 U
0.2 U
0.5 U
0.5 U
9.6
10.3
0.5 U
0.5 U
30
31
GWA-7D
7/15/2015
5 U
5 U
0.2 U
0.2 U
2.8
3
0.5 U
0.34 J
0.47 J
0.55
190
190
GWA-8S
7/14/2015
590
600
0.2 U
0.2 U
0.49 J
0.55
0.82
0.92 J+
3.8
3.6
250
250
GWA-8D
7/15/2015
41 J-
49
0.2 U
0.2 U
1.7
1.9
0.45 J
0.77
0.5 U
0.5 U
55 J-
58
GWA-9S
7/18/2015
90
180
0.12 J+
0.2 U
0.5 U
0.26 J
1.1 J+
3.5
0.5 U
0.5 U
6 J+
6.6
GWA-9D
7/18/2015
20
23
0.2 U
0.2 U
0.76
0.86
1.1 J+
1.3
0.5 U
0.5 UJ
43
45
MW-102S
6/17/2015
20800
21300
0.2 U
0.11 J+
0.5 U
0.5 U
30.2
32.4
0.77
4.7
190
200
MW-102D
6/17/2015
2400
2500
0.2 U
0.2 U
0.42 J
0.31 J
3.4
3.5 J+
0.5 U
0.5 U
830
860
MW-103S
7/12/2015
9200
9200
0.2 U
0.2 U
0.2 J
0.19 J
1.4
1.3
0.5 U
0.5 U
52
56
MW-103D
7/12/2015
17500
14500
0.2 U
0.2 U
0.5 U
0.5 U
69.1
47.9
0.5 U
0.5 U
410
410
MW-200S
7/14/2015
330
300
0.2 U
0.2 U
0.19 J
0.26 J
2.2
3.1
0.5 U
0.22 J
35
40
MW-200D
7/14/2015
13
20
0.2 U
0.2 U
0.87
1.1
0.49 J
0.62
0.5 U
0.5 U
190
200
MW-200BR
7/14/2015
110
110
0.2 U
0.2 U
0.45 J
0.42 J
0.5 U
0.5 U
0.5 U
0.5 U
170
170
MW-201 D
7/18/2015
4 J
15
0.2 U
0.2 U
0.79
0.78
3.6
7.6
0.5 U
0.5 U
57
58
Belews Creek Steam Station
Page 5 of 10

Table 10-6. Groundwater Sample Results - Total and Dissolved
Analyte
Manganese
Manganese
Mercury
Mercury
Molybdenum
Molybdenum
Nickel
Nickel
Selenium
Selenium
Strontium
Strontium
CAS RN
7439-96-5
7439-96-5
7439-97-6
7439-97-6
7439-98-7
7439-98-7
7440-02-0
7440-02-0
7782-49-2
7782-49-2
7440-24-6
7440-24-6
Fraction
D
T
D
T
D
T
D
T
D
T
D
T
Result Unit
ug/I
ug/I
ug/I
ug/1
ug/I
ug/I
ug/l
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
50
50
1
1
NS
NS
100
100
20
20
NS
NS
IMAC*
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
MW-203S
7/18/2015
3.8 J
7.6
0.2 U
0.2 U
0.5 U
0.5 U
0.63 J+
1.5 J+
0.5 U
0.5 U
25 J+
31
MW-203D
7/18/2015
3.4 J
20
0.2 U
0.2 U
1.5
1.6
0.36 J+
0.84 J+
0.5 U
0.5 U
34
35
MW-203BR
7/18/2015
1 19
1 24
1 0.2 U
1 0.2 U
1 3.3
3.3
1 0.62 J+
1.5
1 0.5 U
0.5 U
1 40
1 45
MW-204S
7/18/2015
570
550
0.2 U
0.2 U
0.32 J
0.3 J
9.8
8.2
0.5 U
0.5 U
13
13
MW-204D
1 7/18/2015
1 70
1 73
1 0.2 U
1 0.2 U
1 0.5 U
1 0.1 J
1 2
1 2.4
1 0.5 U
1 0.5 U
1 9.7
1 9.7
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of
North Carolina, lists Interim Maximum Allowable Concentrations
(IMACs). The IMACs were issued in 2010 and 2011, however
NCDENR has not established a 02L standard for these constituents
as described in 15A NCAC 02L.0202(c). For this reason, IMACs are
noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 6 of 10

Table 10-6. Groundwater Sample Results - Total and Dissolved
Analyte
Thallium
Thallium
Vanadium
Vanadium
Zinc
Zinc
Alkalinity, HCO3
Alkalinity, CO3
Alkalinity, lab
Calcium
Chloride
Magnesium
CAS RN
7440-28-0
7440-28-0
7440-62-2
7440-62-2
7440-66-6
7440-66-6
ALK-HCO3
ALK-CO3
ALK-LAB
7440-70-2
16887-00-6
7439-95-4
Fraction
D
T
D
T
D
T
N
N
N
T
N
T
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
NS
NS
NS
NS
1000
1000
NS
NS
NS
NS
250000
NS
IMAC"
0.2
0.2
0.3
0.3
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
ABAS
7/10/2015
0.22
0.31
1 U
2.5
4.1 J
30 J+
9700
5000 U
9700
210000
470000
55000
ABA D
7/10/2015
0.3
0.42
1 U
2.5
9.7 J
14 J+
8700
5000 U
8700
198000
504000
51900
AB-2S
7/15/2015
0.1 U
0.1 U
46.6
47.2
5.3 J+
13 J+
109000
77400
187000
71500
13900
63.1 J
AB-2D
7/15/2015
0.35
0.4
0.5 J
1 U
54
33
23900
5000 U
23900
223000
541000
50000
AB-3S
7/11/2015
0.35
0.37
1 U
1 U
10 U
10 U
23200
5000 U
23200
211000
496000
57800
AB-3D
7/10/2015
0.04 J
0.043 J
0.53 J
0.7 J
3.6 J
5.9 J+
92800
5000 U
92800
142000
307000
30200
AB-4D
7/16/2015
0.028 J
0.02 J
2.9
5
35
12
93600
5000 U
93600
19100
4300
4330
AB-4BR
7/16/2015
0.016 J
0.1 U
8
4.1
10 U
10 U
9700
11600
21300
79300
2400
2900
AB-5D
7/14/2015
0.1 U
0.052 J
4.7
9.9
10 U
8.3 J+
70400
5000 U
70400
15600
2000
3080
AB-6D
7/8/2015
0.1 U
0.1 U
2.8
2.7
2.8 J
2.8 J
44700
5000 U
44700
11000
2400 J+
3260
AB-7D
6/16/2015
0.1 UJ
0.1 U
6.6 J+
7.9
10 UJ
10 U
60000
36000
99000
38100
4100
1330
AB-8D
6/17/2015
0.035 J
0.033 J
1.1
1.1
10 U
2.8 J+
39000
10000 U
39000
8980
8500
2310
AB-9S
7/15/2015
0.11 J+
0.13
1 U
0.33 J
5.8 J
7 J+
9200
5000 U
9200
664
5300
900
AB-9D
7/16/2015
0.1 U
0.1 U
0.44 J
1.3
10 U
10 U
119000
5000 U
119000
33200
5400
7240
AB-9BR
7/16/2015
0.1 U
0.1 U
1 U
1 U
10 U
10 U
121000
1800 J
123000
39000
4400
7500
GWA-10S
7/18/2015
0.18
0.2 J
1 U
1 U
22 J+
20
5000 U
5000 U
5000 U
1520
46500
5650
GWA-10D
7/18/2015
0.022 J
0.017 J+
7.4
7.9
4.8 J+
10 U
5000 U
155000
200000
68800
12800
575
GWA-11S
7/18/2015
0.27
0.3
1 U
1 U
43
38
19900
5000 U
19900
38700
175000
31100
GWA-11 D
7/18/2015
0.029 J
0.041 J+
0.76 J+
0.75 J
16 J+
14
55900
5000 U
55900
58000
137000
16700
GWA-12S
7/17/2015
0.1 U
0.043 J+
1 U
1.7
3.1 J+
39
27900
5000 U
27900
4810
1600
1730
GWA-12D
7/17/2015
0.1 U
0.033 J+
1.4
1.5
9.9 J+
8.8 J
44400
5000 U
44400
7980
1800
2720
GWA-12BR
7/17/2015
0.1 U
0.12 J+
0.75 J
1.2
6.5 J+
20
64400
5000 U
64400
17000
2100
4430
GWA-16S
7/16/2015
0.051 J+
0.054 J
1 U
0.64 J
9.1 J
8.5 J
10700
5000 U
10700
1380
670 J
1230
GWA-16D
7/16/2015
0.1 U
0.1 U
9.6
10.2
10 U
10 U
113000
57400
170000
26100
3000
305
GWA-17S
7/15/2015
0.028 J+
0.1 U
1 U
1.8
10 U
14 J+
32200
5000 U
32200
5200
1100
3350
GWA-17D
7/15/2015
0.021 J+
0.1 U
2.8
3.4
10 U
10 U
12700
52000
64700
20000
1400
296
GWA-1S
7/12/2015
0.34 _
0.34
1 U
0.29 J
19
21
1400 J
5000 U
1400 J
8680
127000
29200
GWA-1 D
7/12/2015
0.022 J
0.07 J
1.1
1.5
6.6 J
6.9 J
37200
5000 U
37200
9780
27300
4000
GWA-2S
7/11/2015
0.063 J
0.1 UJ
1 U
0.46 J
5.2 J
3.8 J
5700
5000 U
5700
401
1300
424
GWA-21D
7/11/2015
0.1 U
0.1 U
0.57 J
0.79 J
10 U
3.7 J
33300
5000 U
33300
5700
1600
2130
GWA-31D
7/15/2015
0.1 U
0.1 U
0.58 J
1 U
5.3 J
5.5 J+
49400
5000 U
49400 J+
13500
10900
1010
GWA-4D
7/14/2015
0.1 U
0.1 U
7.5
7.9
5.4 J
11 J+
130000
5000 U
130000
34100
7300
2450
GWA-5S
7/14/2015
0.1 U
0.1 U
0.34 J
0.58 J
10 U
4.8 J+
28900
5000 U
28900
7160
2200
1070
GWA-5D
7/13/2015
0.099 J+
0.051 J+
0.98 J
0.98 J
10 U
10 U
136000
5000 U
136000
30200
4800
5790
GWA-5BR(2)
7/13/2015
0.059 J+
0.1 U
2.3
2.6
10 U
10 U
25800
16800
42600
18900
7100
1810
GWA-6S
7/16/2015
0.24
1 U
1 U
8.6 J
7.1 J
5700
5000 U
5700
3120
7100
2530
GWA-61D
7/16/2015
0.1 U
0.1 U
0.77 J
2.2
10 U
10 U
77100
5000 U
77100
16600
2400
5310
GWA-7S
7/15/2015
0.019 J+
0.045 J
1 U
0.53 J
31
33 J+
8500
5000 U
8500
2220
20900
5040
GWA-7D
7/15/2015
0.1 U
0.1 U
4
4.5
10 U
10 U
96200
10600
107000
31600
17800
5970
GWA-8S
7/14/2015
0.025 J
0.11
0.36 J
0.42 J+
10 U
10 U
31200
5000 U
31200
18500
4100
3300
GWA-81D
7/15/2015
0.1 U
0.021 J
0.3 J
1.3
10 U
2.7 J+
51300
5000 U
51300
13300
4900
3300
GWA-9S
7/18/2015
0.094 J
0.23
1 U
7.2
7 J+
13
6700
5000 U
6700
1070
1300
652
GWA-91D
7/18/2015
0.1 U
0.1 U
0.44 J
1
5.9 J+
5.2 J
34400
5000 U
34400
10100
5900
3440
MW-102S
6/17/2015
0.4
0.3
1 U
1 U
46
48
10000 U
10000 U
10000 U
60200
247000
30700
MW-102D
6/17/2015
0.1 U
0.1 U
0.39 J
1 U
11
6.8 J+
76000
10000 U
77000
230000
407000
39700
MW-103S
7/12/2015
0.16
0.16
1 U
1 U
4.5 J
10 U
10500
5000 U
10500
13100
204000
28300
MW-103D
7/12/2015
3.9
3.6
1 U
1 U
30
21
7900
5000 U
7900
36000
280000
45400
MW-200S
7/14/2015
0.06 J
0.062 J
5
8.3
10 U
4.5 J+
13300
5000 U
13300
5860
11200
1 1800
MW-200D
7/14/2015
0.043 J
0.037 J
0.32 J
0.32 J
10 U
7.8 J+
64900
5000 U
64900
48100
83500
11800
MW-200BR
7/14/2015
0.1 U
0.1 U
1 U
1 U
10 U
3 J+
124000
5000 U
124000
52500
35400
6690
MW-201 D
7/18/2015
0.1 U
0.1 U
0.95 J+
1.6
2.7 J+
3.3 J
65900
5000 U
65900
15200
3200
5840
Belews Creek Steam Station
Page 7 of 10

Table 10-6. Groundwater Sample Results - Total and Dissolved
Analyte
Thallium
Thallium
Vanadium
Vanadium
Zinc
Zinc
Alkalinity, HCO3
Alkalinity, CO3
Alkalinity, lab
Calcium
Chloride
Magnesium
CAS RN
7440-28-0
7440-28-0
7440-62-2
7440-62-2
7440-66-6
7440-66-6
ALK-HCO3
ALK-0O3
ALK-LAB
7440-70-2
16887-00-6
7439-95-4
Fraction
D
T
D
T
D
T
N
N
N
T
N
T
Result Unit
ug/I
ug/I
ug/I
ug/1
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/l
ug/I
15A NCAC 02L STANDARD
NS
NS
NS
NS
1000
1000
NS
NS
NS
NS
250000
NS
IMAC*
0.2
0.2
0.3
0.3
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
MW-203S
7/18/2015
0.03 J+
0.036 J+
1 U
0.72 J
16 J+
4.7 J+
9000
5000 U
9000
3220
2100
586
MW-203D
7/18/2015
0.1 U
0.1 U
3.4 J+
5
3 J+
11
41600
5000 U
41600
7570
1800
3860
MW-203BR
7/18/2015
1 0.1 LI
1 0.1 U
1 2.8
3.9
4.5 J+
4.4 J
1 54700
5000 Ll
1 54700
1 11600
1 3100
1 5100
MW-204S
7/18/2015
1 0.09 J
1 0.11 J+
1 U
1 U
15 J+
9.5 J
14500
5000 U
14500
1380
2300
1490
MW-204D
1 7/18/2015
1 0.049 J
1 0.053 J+
0.53 J+
1 U
5.3 J+
6.2 J
11200
5000 U
11200
1440
1200
1200
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of
North Carolina, lists Interim Maximum Allowable Concentrations
(IMACs). The IMACs were issued in 2010 and 2011, however
NCDENR has not established a 02L standard for these constituents
as described in 15A NCAC 02L.0202(c). For this reason, IMACs are
noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 8 of 10

Table 10-6. Groundwater Sample Results - Total and Dissolved
Analyte
Methane
Nitrogen, NO2 plus
NO3
Potassium
Sodium
Sulfate
Sulfide
Total Organic
Carbon
Total Dissolved
Solids
Total Suspended
Solids
CAS RN
74-82-8
NO2-NO3
7440-09-7
7440-23-5
14808-79-8
18496-25-8
TOC
TDS
TSS
Fraction
N
N
T
T
N
N
N
N
N
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
15A NCAC 02L STANDARD
NS
NS
NS
NS
250000
NS
NS
500000
NS
IMAC"
NS
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
ABAS
7/10/2015
8.8 J+
20 U
4230 J
8840
121000
100 U
900 J
1400000
159000
ABA D
7/10/2015
5.9 J+
20 U
4510 J
10500
111000
100 U
810 J
1390000
99700
AB-2S
7/15/2015
399
20 UJ
5000 U
19400
38500
100 U
1500
283000
14700
AB-2D
7/15/2015
28.9
20 UJ
5960
14400
86100
100 U
1200
1140000
7400
AB-3S
7/11/2015
6.7 J+
20 U
7770
11100
132000
100 UJ
1000 UJ
1430000
19600
AB-3D
7/10/2015
7.6 J+
20 U
4360 J
21100
26800
100 U
1200
1100000
41000
AB-4D
7/16/2015
2.6 J+
110
2700 J
17600
7900
100 U
980 J
148000
6100
AB-4BR
7/16/2015
1.3 J+
93
7480
12400
5800
100 U
1100
248000
66900
AB-5D
7/14/2015
10 U
20 U
2690 J
13400
8100
100 U
580 J
154000
103000
AB-6D
7/8/2015
3.2 J+
20 U
5000 U
8650
9700
100 U
1000 U
106000
5100
AB-7D
6/16/2015
10 U
20 U
3340 J
9740
9600
100 U
4900
154000
2800
AB-8D
6/17/2015
10 U
20 U
5000 U
8450
780 J
500 U
1000 U
108000
22300
AB-9S
7/15/2015
2 J+
260 J-
5000 U
4630 J
440 J
100 U
20000
28000
3400
AB-9D
7/16/2015
48.1
13 J+
2770 J
10600
10000
100 U
1100
182000
19500
AB-96R
7/16/2015
209
20 U
3480 J
7540
11800
100 U
1000 U
173000
7000
GWA-10S
7/18/2015
1.2 J+
270
3540 J
11500
1000 U
100 U
1000 U
138000
29400
GWA-10D
7/18/2015
2.1 J+
200
19300
15300
2700
100 U
980 J
265000
18600
GWA-11S
7/18/2015
1 J+
270
6690
22600
660 J
100 U
1000 U
4
6300
GWA-11 D
7/18/2015
10 U
170
9180
18000
5000
100 U
11100
Wism_
2600
GWA-12S
7/17/2015
10 U
220
3170 J
5820
1400
100 U
810 J
87000
48500
GWA-12D
7/17/2015
3.7 J+
20 U
2660 J
8020
2000
100 U
590 J
94000
7200
GWA-12BR
7/17/2015
1.1 J+
20 U
2520 J
8550
7900
100 U
780 J
106000
5700
GWA-16S
7/16/2015
2 J+
20 UJ
5000 U
5000 U
430 J
100 U
1000 U
30000
29400
GWA-16D
7/16/2015
10 U
14 J+
41500
32600
25900
100 U
2500
256000
16400
GWA-17S
7/15/2015
2.2 J+
100 J-
3710 J
4340 J
5600
100 U
1000 U
70000
58700
GWA-17D
7/15/2015
1.9 J+
20 UJ
4860 J
7860
13500
100 U
510 J
109000
2500 U
GWA-1S
7/12/2015
2.5 J+
640
5180
15000
1000 U
100 U
1000 U
380000
18400
GWA-1 D
7/12/2015
1.5 J+
420
5000 U
20100
4300
100 U
1000 U
158000
46200
GWA-2S
7/11/2015
10 UJ
40
5000 U
2540 J
1000 U
100 U
10100
33000
63200
GWA-2D
7/11/2015
3 J+
20 U
2630 J
6450
990 J
100 U
1000 U
73000
115000
GWA-3D
7/15/2015
1.8 J+
1700 J-
8350
12800
480 J
100 U
520 J
113000
2500 U
GWA-4D
7/14/2015
2.9 J+
530
2730 J
22900
6000
100 U
2100
188000
5900
GWA-5S
7/14/2015
1.6 J+
1400
5000 U
5900
1000 U
100 U
1000 U
75000
3400
GWA-5D
7/13/2015
10 U
730
5000 U
25900
7800
100 U
860 J
163000
2500 U
GWA-5BR(2)
7/13/2015
10 U
22
5210
16100
18700
100 U
2100
105000
2500 U
GWA-6S
7/16/2015
1.3 J+
290 J+
2790 J
3600 J
10700
100 U
1000 U
53000
27700
GWA-6D
7/16/2015
1.4 J+
170 J+
2610 J
7130
3500
100 U
1000 U
121000
30500
GWA-7S
7/15/2015
1.3 J+
42 J-
5000 U
8650
10200
100 U
850 J
79000
170000
GWA-7D
7/15/2015
2.7 J+
100 J-
3430 J
16100
9900
100 U
1000 UJ
177000
3600
GWA-8S
7/14/2015
1.3 J+
20 U
3550 J
7760
43400
100 U
830 J
139000
2500 U
GWA-8D
7/15/2015
1.4 J+
20 U
5000 U
10900
8400
100 U
1000 U
129000
8500
GWA-9S
7/18/2015
1.3 J+
20 U
5000 U
5000 U
940 J
100 UJ
1000 U
30000
146000
GWA-9D
7/18/2015
1.1 J+
980
5000 U
7450
5500
100 U
1000 U
93000
5500
MW-102S
6/17/2015
10 U
42
4590 J
35900
3400
500 U
540 J
676000
2500 U
MW-102D
6/17/2015
18
20 U
7070
29700
82800
500 U
1100
1270000
2600 U
MW-103S
7/12/2015
2030
20 U
2870 J
20400
1000 U
100 U
730 J
448000
89000
MW-103D
7/12/2015
39
14 J
6620
26300
1000 U
100 U
1000 U
661000
5000 U
MW-200S
7/14/2015
1.4 J+
22
5000 U
5440
NA
100 U
4700
122000
2500 U
MW-200D
7/14/2015
0.75 J+
25
3070 J
10400
4800
100 U
20500 J-
368000
2500 U
MW-200BR
7/14/2015
49.7
20 U
5000 U
11200
NA
100 U
1000 U
267000
2500 U
MW-201 D
7/18/2015
1.4 J+
190
5000 U
6580
1 1900
100 U
520 J
128000
48200
Belews Creek Steam Station
Page 9 of 10

Table 10-6. Groundwater Sample Results - Total and Dissolved
Analyte
Methane
Nitrogen, NO2 plus
NO3
Potassium
Sodium
Sulfate
Sulfide
Total Organic
Carbon
Total Dissolved
Solids
Total Suspended
Solids
CAS RN
74-82-8
NO2-NO3
7440-09-7
7440-23-5
14808-79-8
18496-25-8
TOC
TDS
TSS
Fraction
N
N
T
T
N
N
N
N
N
Result Unit
ug/I
ug/I
ug/I
ug/1
ug/I
ug/I
ug/I
ug/1
ug/I
15A NCAC 02L STANDARD
NS
NS
NS
NS
250000
NS
NS
500000
NS
IMAC*
NS
NS
NS
NS
NS
NS
NS
NS
NS
Sample Name
Sample Date
MW-203S
7/18/2015
1.5 J+
210
5000 U
5000 U
1000 U
100 U
1000 U
37000
10900
MW-203D
7/18/2015
0.97 J+
370
5000 U
7180
1700
100 U
1000 U
104000
225000
MW-203BR
7/18/2015
1 1 J+
1 360
1 2690 J
1 9880
1 3300
100 Ll
1 1000 U
1 110000
1 108000
MW-204S
7/18/2015
1 85.7
1 230
1 5000 U
1 3060 J
1 2100
100 LI
1 1000 LI
1 49000
1 5200
MW-204D
1 7/18/2015
1 1 J+
1 36 J+
1 5000 U
1 2870 J
1 2700
1 100 Ll
1 1000 U
1 42000
1 6400
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
D - Dissolved
N - Fraction not applicable
Comparison Criteria:
NS - No applicable standard for this parameter
shading + bold - indicates exceedance of NC 2L or IMAC
Criteria.
North Carolina Department of Environment and Natural
Resources Division of Water Resources 02L Groundwater
Quality Standards and Interim Maximum Allowable
Concentrations (IMACs). April 2013
*NOTE: The IMAC value is shown where there is no applicable 02L
standard. Appendix #1 of 15A NCAC Subchapter 02L Classifications
and Water Quality Standards Applicable to the Groundwaters of
North Carolina, lists Interim Maximum Allowable Concentrations
(IMACs). The IMACs were issued in 2010 and 2011, however
NCDENR has not established a 02L standard for these constituents
as described in 15A NCAC 02L.0202(c). For this reason, IMACs are
noted in this report for reference only.
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 10 of 10

Table 10-7. Field Parameters
Well ID
Date Collected
Time Collected
Temp (°C)
pH (SU)
Specific Cond. (µS)
Diss. Oxy (mg/L)
ORP/Redox (mV)
Turbidity (NTU)
Notes
AB-1D
7/10/2015
11:10
27.5
5.64
1777
0.22
206.3
11.02
-
AB-1S
7/10/2015
13:44
25.5
5.9
1779
1.78
200.2
14.54
-
AB-2D
7/15/2015
11:21
27.5
5.74
1734
1.3
155.8
9.47
-
AB-2S
7/1S/2015
13:13
20.2
11.06
773
1.38
-4.6
8.21
-
AB-3D
7/10/2015
14:40
27.9
7.11
1204
2.57
203.4
1.63
-
AB-3S
7/11/2015
9:30
22.7
6.01
1451
0.56
203.9
3.89
-
AB-4BR
7/16/2015
14:04
30.2
11.18
870
1.73
9.3
8.62
-
AB-4D
7/16/2015
9:12
23.4
6.19
184.7
1.07
96.6
8.18
-
AB-4S
7/15/2015
15:55
25.5
6.93
2570
0.55
-63.1
0.26
-
AB-4SL
7/16/2015
12:10
29.5
10.18
682
0.3
0.3
26.24
-
AB-5D
7/14/2015
15:10
29.5
7.41
171.8
0.99
-7.6
130.5
-
AB-5S
7/15/2015
14:35
27.2
8.04
1465
0.48
-108.2
0.25
-
AB-5SL
7/14/2015
13:26
27.6
9.59
2378
0.74
77.6
13.11
-
AB-6D
7/8/2015
13:20
30
6.56
131.4
0.61
123.4
26
-
AB-6S
7/8/2015
14:51
32.3
6.61
140.8
0.24
166.1
4.93
-
AB-6SL
7/9/2015
8:03
27.1
6.71
367.6
0.3
-52.2
7.71
-
AB-7D
7/9/2015
9:57
28
9.06
152.9
1.22
52.4
8.66
-
AB-7D
6/16/2015
14:40
23.4
10.5
237
0.42
22.3
2.5
-
AB-7S
7/13/2015
14:33
27.4
5.75
1170
0.57
75.2
4.14
-
AB-7S
6/16/2015
11:02
20.1
5.7
1066
0.49
29.8
1.5
-
AB-8D
7/13/2015
11:50
30.2
6.05
104.2
0.56
65
13.85
-
AB-8D
6/17/2015
13:05
19.9
6.2
98.6
0.11
105.3
5.7
-
AB-8S
6/16/2015
16:37
21
6.2
301
0.51
28.1
1.4
-
AB-8SL
7/13/2015
13:48
32.5
10.14
6.48
0.31
70.6
8.56
-
AB-8SL
6/17/2015
10:16
19.7
10.6
537
0.34
29.5
6.6
-
AB-9BR
7/16/2015
18:23
17.4
9.12
247.2
0.37
-128.7
18.5
-
AB-9D
7/16/2015
15:05
17.7
6.54
291.1
0.31
-38.1
23.2
-
AB-9S
7/15/2015
15:55
18
4.47
48
1.66
188.8
3.72
-
ABW
7/20/2015
10:45
16.6
5.76
1650
8.37
136
5.09
-
BCSW008
7/20/2015
8:50
22
7.01
159.8
6.99
38.9
3.27
-
BCSW0188A
7/20/2015
8:05
35.4
7.72
104.7
4.5
193
5.2
-
BCSW019
7/20/2015
10:05
23.6
6.78
206.3
5.85
190
7.6
-
BCWW002
7/20/2015
12:00
32.7
6.12
157.8
2.37
235
-
-
BG-1D
7/14/2015
16:37
23.4
6.3
126.2
4.43
162.4
7.4
-
BG-2BR
7/9/2015
15:20
27.4
9.04
235.1
1.04
159.9
8.54
-
BG-2D
7/9/2015
12:32
26.5
6.52
156.1
2.96
181.7
9.25
-
BG-2S
7/9/2015
17:35
25.7
5.78
46.3
4.32
277.8
8.33
-
BG-3D
7/18/2015
14:44
20
6.19
87
6.82
104
93
-
BG-3S
7/18/2015
13:15
18.14
5.29
58
7.83
227.7
4.02
-
G WA-10D
7/18/2015
11:30
19.3
11.98
979
2.99
-45.4
7.21
-
GWA-10S
7/18/2015
8:45
15.9
4.14
200.7
3.08
272.3
7.14
-
GWA-11D
7/18/2015
9:05
16.51
6.4
644
2.92
56.9
9.5
-
GWA-11S
7/18/2015
11:00
15.97
5.59
704
5.06
226.1
3.13
-
GWA-12BR
7/17/2015
14:18
21
8.13
149.7
0.82
-21.6
10.08
-
Belews Creek Steam Station
Page 1 of 3

Table 10-7. Field Parameters
Well ID
Date Collected
Time Collected
Temp (°C)
pH (SU)
Specific Cond. (µS)
Diss. Oxy (mg/L)
ORP/Redox (mV)
Turbidity (NTU)
Notes
GWA-12D
7/17/2015
11:31
20.9
6.7
111.3
2.77
67
38.74
-
GWA-12S
7/17/2015
10:49
21.9
6.08
57.6
4.99
230.7
7.44
-
GWA-16D
7/16/2015
12:29
20.1
11.52
63
4.81
96.8
9.6
-
GWA-16S
7/16/2015
15:37
21.4
5.43
32
5.91
140
70
-
GWA-17D
7/15/2015
9:54
18.3
10.29
172
0.56
103.4
3.25
-
GWA-17S
7/15/2015
12:54
23.6
6.7
102
0.76
13.7
21.7
-
GWA-1D
7/12/2015
12:45
23
6.72
168.9
5.64
221.8
11.66
-
GWA-1S
7/12/2015
15:04
23.1
4.94
406.9
3.98
345.1
8.32
-
GWA-2D
7/11/2015
12:06
24.1
6.37
74.2
2.07
134.1
7.4
-
GWA-2S
7/11/2015
14:55
22.5
5.29
19.4
5.5
321.4
11.74
-
GWA-3D
7/15/2015
9:40
16.9
5.81
133.1
6.4
153.5
5.43
-
GWA-4D
7/14/2015
10:48
21.5
7.6
285.1
6.02
164.2
8.3
-
GWA-5BR2
7/13/2015
13:50
20.6
10.08
209
0.19
100.1
3.02
-
GWA-5D
7/13/2015
10:38
20
7.67
314
6.5
157.1
4.08
-
GWA-5S
7/14/2015
8:57
19.7
5.74
28.8
6.88
141.2
10.5
-
G WA-6 D
7/16/2015
9:17
18.9
6.63
173
131
33.2
9.43
-
GWA-6S
7/16/2015
8:50
17.4
4.36
81
4.44
260.5
5.49
-
GWA-7D
7/15/2015
10:19
17.43
9.08
225
6.61
157.9
5.81
-
GWA-7S
7/15/2015
16:42
17.6
4.91
126
2.65
150.4
4.92
-
GWA-8D
7/15/2015
14:58
18.4
7.11
106
1.79
12.1
44.1
-
GWA-8S
7/14/2015
15:06
16.2
5.36
191.3
3.66
-121.4
5.46
-
G WA-9 D
7/18/2015
12:51
24.4
6.36
101.8
3.48
211.5
1.77
-
GWA-9S
7/18/2015
14:45
31
5.49
23.4
4.12
317.1
42.16
-
HD-11A
7/20/2015
9:20
15
5.61
1740
7.97
146.7
6.12
-
HD-21
7/17/2015
9:57
16.5
4.85
1230
7
129.9
1.58
-
HD-26
7/17/2015
10:46
15.3
4.99
269
6.64
219.1
6.81
-
H D-7A
7/17/2015
14:50
11.3
5.31
1700
3.62
310
1
-
MW-102D
7/14/2015
10:19
19.5
7.12
1750
0.52
318.9
7.06
-
M W-102 D
6/17/2015
15:15
16.8
7.1
1448
3.16
-48.3
2.4
-
MW-102S
7/14/2015
9:49
18.48
4.75
697
0.52
283.8
2
-
MW-102S
6/17/2015
14:26
15.9
5
815
2.2
201.7
2.3
-
MW-103D
7/12/2015
8:22
18.7
5.42
827
2.21
176
7.39
-
MW-103S
7/12/2015
9:23
21.7
6.39
741
0.25
-44.8
4.73
-
MW-200BR
7/14/2015
16:50
16.9
7.37
396
0.13
5.2
1.04
-
M W-200D
7/14/2015
14:23
17.8
6.3
461
0.96
443
3.32
-
MW-200S
7/14/2015
14:43
20.86
5.59
86
1.54
203.9
115
-
MW-201D
7/18/2015
14:30
18.6
6.2
154.4
5.36
122.3
17.4
-
MW-202BR
7/16/2015
16:16
29.3
7.24
181.6
4.54
143.6
8.03
-
MW-202S
7/16/2015
17:15
17.83
5.45
39
8.23
185.9
6.48
-
MW-202S
7/16/2015
13:55
19.41
6.03
78
6.68
159.3
9.81
-
MW-203BR
7/18/2015
12:00
23.5
6.82
136.9
3
219.7
18.05
-
MW-203D
7/18/2015
10:25
23.3
6.49
86.8
3.25
190.7
22.41
-
MW-203S
7/18/2015
9:30
22.7
5.62
33.2
6.23
305.8
5.15
-
M W-204D
1 7/18/2015
8:381
17.51
5.481
38
4.891
1081
5.1
-
Belews Creek Steam Station
Page 2 of 3

Table 10-7. Field Parameters
Well ID
Date Collected
Time Collected
Temp (°C)
pH (SU)
Specific Cond. (µS)
Diss. Oxy (mg/L)
ORP/Redox (mV)
Turbidity (NTU)
Notes
MW-204S
7/18/2015
10:42
17.9
5.37
50
3.17
134
6.75
-
003
7/17/2015
14:11
30.22
7.79
1382
8.42
191.2
5.75
-
S-1
7/16/2015
10:00
19.6
5.59
65
8.28
96
11.7
-
5-10
7/17/2015
15:07
22.47
7.08
1090
9.57
38
2.95
-
S-11
7/17/2015
15:40
19.49
6.71
1200
11
55.2
1.27
-
S-2
7/16/2015
17:38
22.5
5.6
215
7.23
1119
3.25
-
S-3
7/17/2015
10:43
20.4
5.91
39.2
2.54
137.5
10.6
-
S-4
7/17/2015
9:42
18.2
6.14
185.8
6.29
134
10.5
-
S-5
7/17/2015
12:39
21.99
6.92
162
8.55
169.9
5.98
-
S-6
7/17/2015
8:45
20.68
6.6
766
6.39
71.5
40
-
S-7
7/17/2015
11:00
20.75
6.4
58
3.7
45.3
18.2
-
S-8
7/17/2015
15:00
20.48
6.54
122
6.7
106.4
1.13
-
S-9
7/17/2015
13:30
22.69
6.42
1036
8.04
154.4
1.04
-
SW-AB1
6/15/2015
14:20
34.2
8.05
1810
6.03
122
2.7
-
SW-AB2
6/11/2015
15:20
31.5
8.02
1770
5.8
197
3
-
SW-AB2
7/20/2015
14:50
32.8
8.26
1690
6.06
197.5
11.96
-
SW-AB4
6/11/2015
16:30
31
6.94
620
3.45
202
1.9
-
SW-AB5
6/12/2015
12:20
29.3
8.28
610
9.35
152
1
-
SW-AB6
6/11/2015
12:15
18.9
8.28
163
8.51
189
1.9
-
SW-AB7
6/11/2015
10:15
28.5
7.39
65
6.11
200.8
3.5
-
SW-AB8
6/10/2015
15:15
31
7.5
67
7.31
313
1.5
-
SW-AB9
6/15/2015
15:20
32.1
8.28
6.91
114
114
1.2
-
SW-BL-D
7/20/2015
11:10
32.9
7.03
129
6.94
68
1.5
-
SW-BL-U
7/20/2015
11:30
35.1
7.43
100
4.3
211
4.21
-
SW-DR-D
7/20/2015
9:45
26.77
5.92
1040
7.52
131
11.5
-
SW-DR-U
7/17/2015
8:30
20
5.39
68
7.84
204.8
23.5
-
TF-1
7/17/2015
13:18
17.2
5.14
1770
4.3
289.1
2.47
-
TF-2
7/17/2015
12:201
14.71
5.161
1720
5.481
302.21
2.081-
TF-3
7/20/2015
13:101
15.41
5.231
16501
7.231
2671
1.5
-
Notes:
Shading indicates exceedance of 2L Standards
The 2L Standard for pH is 6.5-8.5 SU
µS - microsiemens
°C - degrees Celsius
SU - standard units
mg/L - milligram per liter
mV - millivolts
NTU - Nephelometric turbidity unit
Belews Creek Steam Station
Page 3 of 3

Table 10-8. Range of COI Concentrations in Groundwater Upgradient of the Ash Basin
Constituent
MW-202S and MW-
New Background Wells
Regional Groundwater
Groundwater
202D Background
Groundwater
Concentrations
Concentrations Upgradient of
Groundwater
Concentrations (Range,
(Range, pg/L)
Ash Basin (Range, pg/L)
Concentrations
pg/L)
(--20 mile radius)
(Range, p /L
Antimony
0.44J to 1.16
0.16J to 1.5
<6 (North Carolina)
0.17J to 2.5 (GWA-5S)
Arsenic
<0.5 to <1
0.2J to 1.9
1.5 to 5 (Stokes,
0.15J to 4.2 (GWA-9S)
Rockingham)
Beryllium
<0.2 to <1
0.17J to 0.33
NR
0.068J to 2.7 (GWA-7S)
Boron
<50
37J to <50
<0.01 to 0.59
30J to 92 (GWA-7S)
Cadmium
<0.08 to <1
0.052J to 0.41
0.5 to 0.6 (Stokes,
0.025J to 0.59 (GWA-6S)
Rockingham)
Chromium
0.87J to 15
0.77J to 4.8
5.2 to 5.6 (Stokes,
0.42J to 50.7 (GWA-17S)
Rockingham)
Cobalt
<0.5 to <1
0.19J to 0.9
1 to 2
0.24J to 16.5 (MW-204S)
Iron
17 to 7,280
<50 to 1,900
602.4 to 731.7 (Stokes,
36J to 2,200 (GWA-9S)
Rockingham)
Manganese
2.9J to 413
2.7J to 93
<DL to 785.8 (20-mile
4.3J to 1,100 (GWA-5D)
radius from site
pH
5.3 SU to 6.3 SU
5.8 SU to 9.0 SU
4.5 SU to 8 SU (20-mile
5.29 SU to 9.04 SU (BG-2BR)
radius from site
Selenium
<0.5 to <1
0.24J to 1.1
2.5 to 26 (Stokes,
0.29J to 3.6 (GWA-8S)
Rockingham)
Thallium
<0.1 to <0.2
0.024J to <0.1
<1 (Blue Ridge Mountain
0.033J to 0.24 (GWA-6S)
and Piedmont aquifers)
Vanadium
<1
0.31J to 7.4
<DL to 13.3 (20-mile
0.42J to 7.9 (GWA-4D)
radius from site
Chloride
1,200 to 3,300
2,000 to 9,700
<DL to 55.7 pg/L (20-mile
670J to 20,900 (GWA-7S)
radius from site
Sulfate
120 to 8,200
920J to 23,400
NR
430J to 43,400 (GWA-8S)
TDS
30,000 to 113,000
57,000 to 173,000
NR
30,000 to 256,000 (GWA-16D)
Notes:
1. pg/L = micrograms per liter
2. J = Estimated concentration
3. U = Not detected above the reporting detection limit
4. NR = Not Reported
5. DL = Detection Limit
6. SU = Standard Units
7. All constituents listed are total
Belews Creek Steam Station
Page 1 of 1

Table 10-9. Range of COI Concentrations in Groundwater Beneath the Ash Basin
Constituent
MW-202S and MW-
New Background Wells
Regional Groundwater
Groundwater
202D Background
Groundwater
Concentrations
Concentrations Beneath of
Groundwater
Concentrations (Range,
(Range, pg/L)
Ash Basin (Range, pg/L)
Concentrations
pg/L)
(--20 mile radius)
(Range, p /L
Antimony
0.44J to 1.16
0.16J to 1.5
<6 (North Carolina)
0.16J to 8.1 (AB-2S)
Arsenic
<0.5 to <1
0.2J to 1.9
1.5 to 5 (Stokes,
0.12J to 39 (AB-1 S)
Rockingham)
Beryllium
<0.2 to <1
0.17J to 0.33
NR
0.069J to 0.9 (AB-1D)
Boron
<50
37J to <50
<0.01 to 0.59
42J to 13,200 (AB-3S)
Cadmium
<0.08 to <1
0.052J to 0.41
0.5 to 0.6 (Stokes,
0.035J to 0.6 (AB-2D)
Rockingham)
Chromium
0.87J to 15
0.77J to 4.8
5.2 to 5.6 (Stokes,
0.24J to 39.7 (AB-1S)
Rockingham)
Cobalt
<0.5 to <1
0.19J to 0.9
1 to 2
0.22J to 108 (AB-2D)
Iron
17 to 7,280
<50 to 1,900
602.4 to 731.7 (Stokes,
84 to 12,800 (AB-1S)
Rockingham)
Manganese
2.9J to 413
2.7J to 93
<DL to 785.8 (20-mile
<5 to 14,800 (AB-2D)
radius from site
pH
5.3 SU to 6.3 SU
5.8 SU to 9.0 SU
4.5 SU to 8 SU (20-mile
4.47 SU to 11.18 SU (AB-4BR)
radius from site
Selenium
<0.5 to <1
0.24J to 1.1
2.5 to 26 (Stokes,
0.23J to 1.3 (AB-2S)
Rockingham)
Thallium
<0.1 to <0.2
0.024J to <0.1
<1 (Blue Ridge Mountain
0.02J to 0.42 (AB-1 D)
and Piedmont aquifers)
Vanadium
<1
0.31J to 7.4
<DL to 13.3 (20-mile
0.7J to 47.2 (AB-2S)
radius from site
Chloride
1,200 to 3,300
2,000 to 9,700
<DL to 55.7 pg/L (20-mile
2000 to 541,000 (AB-2D)
radius from site
Sulfate
120 to 8,200
920J to 23,400
NR
440J to 132,000 (AB-3S)
TDS
30,000 to 113,000
57,000 to 173,000
NR
28,000 to 1,430,000 (AB-3S)
Notes:
1. pg/L = micrograms per liter
2. J = Estimated concentration
3. U = Not detected above the reporting detection limit
4. NR = Not Reported
5. DL = Detection Limit
6. SU = Standard Units
7. All constituents listed are total
Belews Creek Steam Station
Page 1 of 1

Table 10-10. Range of COI Concentrations in Groundwater Downgradient of the Ash Basin
Constituent
MW-202S and MW-
New Background Wells
Regional Groundwater
Groundwater
202D Background
Groundwater
Concentrations
Concentrations Downgradient
Groundwater
Concentrations (Range,
(Range, pg/L)
of the Ash Basin (Range,
Concentrations
pg/L)
(--20 mile radius)
pg/L)
(Range, p /L
Antimony
0.44J to 1.16
0.16J to 1.5
<6 (North Carolina)
0.25J to 1.6 (GWA-10D)
Arsenic
<0.5 to <1
0.2J to 1.9
1.5 to 5 (Stokes,
0.18J to 79.1 (MW-103S)
Rockingham)
Beryllium
<0.2 to <1
0.17J to 0.33
NR
0.068J to 6.6 (GWA-11S)
Boron
<50
37J to <50
<0.01 to 0.59
37J to 8,800 (MW-102D)
Cadmium
<0.08 to <1
0.052J to 0.41
0.5 to 0.6 (Stokes,
0.036J to 3.8 (MW-103D)
Rockingham)
Chromium
0.87J to 15
0.77J to 4.8
5.2 to 5.6 (Stokes,
0.23J to 29.7 (GWA-1S)
Rockingham)
Cobalt
<0.5 to <1
0.19J to 0.9
1 to 2
0.17J to 413 (MW-102S)
Iron
17 to 7,280
<50 to 1,900
602.4 to 731.7 (Stokes,
35J to 92,200 (MW-103S)
Rockingham)
Manganese
2.9J to 413
2.7J to 93
<DL to 785.8 (20-mile
<5 to 21,300 (MW-102S)
radius from site
pH
5.3SUto6.3SU
5.8SUto9.0SU
4.5 SU to 8 SU (20-mile
4.14 SU to 11.98 SU
radius from site)
(GWA-10D
Selenium
<0.5 to <1
0.24J to 1.1
2.5 to 26 (Stokes,
0.22J to 10.6 (GWA-10S)
Rockingham)
Thallium
<0.1 to <0.2
0.024J to <0.1
<1 (Blue Ridge Mountain
0.017J to 3.6 (MW-103D)
and Piedmont aquifers)
Vanadium
<1
0.31J to 7.4
<DL to 13.3 (20-mile
0.29J to 8.3 (MW-200S)
radius from site
Chloride
1,200 to 3,300
2,000 to 9,700
<DL to 55.7 pg/L (20-mile
1,300 to 407,000 (MW-102D)
radius from site
Sulfate
120 to 8,200
920J to 23,400
NR
480J to 82,800 (MW-102D)
TDS
30,000 to 113,000
57,000 to 173,000
NR
33,000 to 1,270,000 (MW-102D)
Notes:
1. pg/L = micrograms per liter
2. J = Estimated concentration
3. U = Not detected above the reporting detection limit
4. NR = Not Reported
5. DL = Detection Limit
6. SU = Standard Units
7. All constituents listed are total
Belews Creek Steam Station
Page 1 of 1

Table 10-11. Groundwater Sample Results - Background - Speciation
Analyte
As(III)
As(V)
Chromium (III)
Chromium (VI)
Fe(II)
Fe(III)
Mn(II)
Mn(IV)
Se(IV)
CAS RN
7784-46-5
10103-60-3
16065-83-1
18540-29-9
1345-25-1
1309-37-1
1344-43-0
1313-13-9
10102-18-8
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
Sample Name
Sample Date
MW-202S
7/16/2015
0.155 J+
0.5 U
0.75
0.44
18.5 J+
1.2
0.546 J
3.074
2 U
MW-202D
7/16/2015
0.574 J+
0.5 U
0.646
0.13
30 UJ
70 U
2 U
0.62 J
2 U
MW-202BR
7/16/2015
0.155 J+
0.166 J
1.2
3.2
30 UJ
70 U
9.81
1.99
2 U
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 1 of 2

Table 10-11. Groundwater Sample Results - Background - Speciation
Analyte
Se(VI)
CAS RN
13410-01-0
Result Unit
ug/I
Sample Name
Sample Date
MW-202S
7/16/2015
2 U
MW-202D
7/16/2015
2 U
MW-202BR
7/16/2015
0.528 J
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 2 of 2

Table 10-12. Groundwater Sample Results - Speciation
Analyte
As(III)
As(V)
Chromium (III)
Chromium (VI)
Fe(II)
Fe(III)
Mn(II)
Mn(IV)
Se(IV)
CAS RN
7784-46-5
10103-60-3
16065-83-1
18540-29-9
1345-25-1
1309-37-1
1344-43-0
1313-13-9
10102-18-8
Result Unit
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
Sample Name
Sample Date
AB-2S
7/15/2015
0.65 J+
5.09
3.5
14
30 UJ
353 J
2.53 J+
15.47
2 U
AB-21D
7/15/2015
0.422 J+
0.5 U
0.641 J
0.02 U
11.4 J-
121.6
14800
21LI
2 U
AB-41D
7/16/2015
0.717 J+
1.44
1.12 J
0.02 U
30 UJ
109 J
43.1
21J
2 U
AB-4BR
7/16/2015
0.155 J+
0.19 J
0.01
7.5
30 UJ
70 U
2 U
2U
2 U
AB-51D
7/14/2015
2.15 J+
4.29 J+
4.711
0.049
30 UJ
252 J
105
27
2 U
AB-61D
7/8/2015
0.5 UJ
0.5 UJ
NA
NA
NA
NA
104 J+
6
2 U
AB-7D
6/16/2015
NA
0.372
NA
0.059
NA
20 U
7.65 J+
3.08
0.5 U
AB-7D
7/9/2015
0.686 J+
NA
NA
NA
30 UJ
393 J
14.2
16.9
NA
AB-81D
7/13/2015
1.85 J+
0.326 J+
2.39 J
0.02 U
30 U
691 J
151
12
2 U
AB-9S
7/15/2015
0.375 J+
0.5 U
0.116 J
0.02 U
11.4 J-
88.6 J
469
142
2 U
AB-91D
7/16/2015
0.909 J+
0.899
0.846 J
0.02 U
30 UJ
215 J
170
14
2 U
AB-9BR
7/16/2015
6.6 J+
0.791
0.68 J
0.02 U
30 UJ
98 J
16.6
44.2
2 U
GWA-12S
7/17/2015
0.446 J+
0.5 UJ
6.636
0.014 J
40 U
599 J
157
38
2 U
GWA-12D
7/17/2015
0.575 J+
0.5 U
2.436
0.014 J
40 U
163 J
341
4
2 U
GWA-31D
7/15/2015
0.155 J+
0.272 J
0.296
0.6
30 UJ
70 U
19.1
2.5
2 U
GWA-41D
7/14/2015
0.306 J+
0.871 J+
8.1
3.7
30 UJ
203 J
7.42
3.18
2 U
GWA-5S
7/14/2015
0.5 UJ
0.5 UJ
6.52
2.2
30 UJ
129J
425
53
2 U
GWA-51D
7/13/2015
NA
0.44 J+
1.23 J
0.02 U
30 U
14.7 J
1140
30
2 U
GWA-5BR(2)
7/13/2015
NA
1.05 J+
1.31
0.16
30 UJ
42.8 J
5.1 J+
0.93
2 U
GWA-8S
7/14/2015
0.5 UJ
0.5 UJ
4.082
0.048
30 UJ
49.6 J
615 J+
93
2 U
GWA-81D
7/15/2015
0.463 J+
0.5 U
1.48 J
0.02 U
39.6 J-
598.4
42.3
8.3
2 U
MW-102S
7/14/2015
0.5 UJ
0.5 UJ
3.78 J
0.02 U
13.8 J+
290.2
20200 J+
21_1
2 U
MW-102D
7/14/2015
0.5 UJ
0.5 UJ
2.82
0.02 U
16.1 J+
897.9
2730 J+
450
2 U
MW-200S
7/14/2015
0.5 UJ
0.6 J+
8.43 J
0.02 U
197 J+
2653
329 J+
146
2 U
MW-200D
7/14/2015
0.5 UJ
0.901 J+
3.856
0.084
30 UJ
131 J
13.2 J+
4.4
2 U
MW-200BR
7/14/2015
1.43 J+
0.168 J+
3.02 J
0.02 U
20.8 J+
324.2
115 J+
16
2 U
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 1 of 2

Table 10-12. Groundwater Sample Results - Speciation
Analyte
Se(VI)
CAS RN
13410-01-0
Result Unit
ug/I
Sample Name
Sample Date
AB-2S
7/15/2015
0.701 J
AB-21D
7/15/2015
2 U
AB-41D
7/16/2015
2 U
AB-4BR
7/16/2015
0.545 J
AB-51D
7/14/2015
2 U
AB-61D
7/8/2015
2 U
AB-7D
6/16/2015
0.238
AB-7D
7/9/2015
NA
AB-81D
7/13/2015
2 U
AB-9S
7/15/2015
2 U
AB-91D
7/16/2015
2 U
AB-9BR
7/16/2015
2 U
GWA-12S
7/17/2015
2 U
GWA-12D
7/17/2015
2 U
GWA-31D
7/15/2015
2 U
GWA-41D
7/14/2015
2 U
GWA-5S
7/14/2015
2 U
GWA-51D
7/13/2015
2 U
GWA-5BR(2)
7/13/2015
2 U
GWA-8S
7/14/2015
1.5 J
GWA-81D
7/15/2015
2 U
MW-102S
7/14/2015
2 U
MW-102D
7/14/2015
2 U
MW-200S
7/14/2015
2 U
MW-200D
7/14/2015
2 U
MW-200BR
7/14/2015
2 U
General Notes:
ug/I - micrograms per liter
NA - Not analyzed or not reported by analytical laboratory
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 2 of 2

Table 10-13. Groundwater Radiological Sample Results
Analyte
Radium-226
Radium-228
Uranium, Natural
Uranium-233
Uranium-234
Uranium-236
CAS RN
13982-63-3
15262-20-1
7440-61-1
13968-55-3
13966-29-5
13982-70-2
Fraction
T
T
T
T
T
T
Result Unit
pCi/I
pCi/I
ug/I
ug/I
ug/I
ug/I
Sample Name
Sample Date
BG-1 D
7/14/2015
1.9
4.66 J+
0.081 J
0.05 U
0.05 U
0.05 U
MW-200BR
7/14/2015
1.43
3.38 J+
0.829
0.05 U
0.05 U
0.05 U
MW-200D
7/14/2015
9.84
3 U
0.652
0.05 U
0.05 U
0.05 U
MW-200S
7/14/2015
1.74
3 U
0.502
0.05 U
0.05 U
0.05 U
MW-202BR
7/16/2015
3.55
3 U
1.81
0.05 U
0.05 U
0.05 U
MW-202D
7/16/2015
4.63
3 U
0.207 J+
0.05 U
0.05 U
0.05 U
MW-202S
7/16/2015
5.74
3 U
0.098 J+
0.05 U
0.05 U
0.05 U
General Notes:
pCi/I - picoCuries per liter
NA - Not analyzed or not reported by analytical laboratory
T - Total
Qualifier Notes:
U -- Not detected above the reporting detection limit.
J -- Estimated Concentration
J+ -- Estimated concentration, biased high.
J- --Estimated concentration, biased low.
Belews Creek Steam Station
Page 1 of 1

Table 11-1. Soil/Material Properties for Ash, Fill, Alluvium, and Soil/Saprolite
Borehole
Sample #
Depth (ft)
Material Description
�
USCS
Specific
Gravity z
Natural Moisture
a
Content (%)
Atterberg Limits°
Grain Sizes
Total
Porosity2
Estimated
Specific
Yield/Effec
tive
Porosity 14
Vertical
Hydraulic
Conductivity6,
kv20, (cm/sec)
Hydrostratigraphic
Layer
o
/o Gravel
0
/o Sand
o
/ Fines
°
Plastic
Limit (PL)
Liquid
Limits (LL)
Plasticity
Index (PI)
Coarse
Fine a
Coarse 9
"
Medium
11
Fine
12
Silt
Clay 13
AB-1S
UD
10-12
Tan -Brown Sandy Silt
ML
2.617
1 23.0
35
37
2
0.0
1.1
5.2
1.7
28.8
44.4
18.8
45.9%
10.5%
8.60E-07
F
AB-1S
UD
15-17
Red -Brown Micaceous Silty Sand
SM
2.803
14.4
NP
35
NP
0.0
7.8
11.3
17.0
28.9
29.0
6.0
37.1%
25.0%
2.32E-05
F
AB-1S
UD
20-22
Tan -Brown Silty Sand
SM
2.730
18.5
NP
36
NP
0.0
11.9
12.7
11.4
25.9
26.3
11.8
36.4%
18.5%
1.05E-05
F
AB-1S
UD
35-37
Red -Brown Silty Sand
SM
2.655
22.5
NP
34
NP
0.0
0.2
1.5
5.0
47.3
41.1
4.9
45.3%
22.5%
1.05E-04
M1
AB-2GTB
UD
10-12
Orange -Brown Silt with Sand
ML
2.637
22.8
41
44
3
0.0
1.5
0.8
3.2
19.2
46.8
28.5
43.3%
4.5%
8.44E-07
F
AB-2GTB
UD
30-32
Red -Brown Sandy Silt
ML
2.625
25.7
36
38
2
0.0
0.4
0.4
3.2
31.3
45.7
19.0
42.7%
16.0%
2.20E-06
F
AB-2GTB
Jar
55-56.5
Light Red -Brown Sandy Silt
-
22.1
-
-
-
0.0
1.1
1.7
2.1
30.7
42.8
21.6
-
9.0%
F
AB-2GTB
UD
85-87
Red -Brown Silty Sand with Gravel
SM
2.727
30
33
3
0.0
19.6
23.9
22.8
17.0
13.4
3.3
-
32.0%
M1
AB-2GTB
UD
64-66
Red -Brown Sandy Silt
ML
2.678
22.8
34
36
2
0.0
1.1
1.9
2.6
27.9
49.7
16.8
39.4%
11.0%
1.14E-06
F
AB-2S
Jar
10-11.5
Red -Brown Micaceous Clayey Silty Sand
20.3
-
-
-
0.0
3.7
7.2
10.1
32.2
33.3
13.5
-
16.0%
F
AB-3D
Jar
15-16.5
Red -Brown Micaceous Elastic Silt
24.9
0.0
0.0
6.1
1.9
28.2
38.7
24.1
6.0%
F
AB-3D
Jar
25-26.5
Red -Brown Silty Sand
20.4
0.0
11.7
13.2
12.7
27.9
24.3
10.2
20.0%
F
AB-3D
Jar
40-41.5
Brown Micaceous Silty Sand
14.3
-
0.0
0.8
11.7
15.7
39.5
27.5
4.8
-
26.0%
M1
AB-3GTB
UD
20-22
Red -Brown Silty Sand
SM
2.786
21.6
NP
33
NP
0.0
9.1
13.7
12.5
26.6
26.5
11.6
54.3%
18.5%
2.40E-05
F
AB-3GTB
UD
45-47
Red -Brown Silty Sand with Gravel
SM
2.724
20.4
NP
31
NP
18.9
20.5
14.5
14.4
16.8
13.2
1.7
42.7%
34.0%
1.25E-04
M1
AB-3S
UD
28-30
Orange -Brown Sandy Silt
ML
2.591
26.6
35
37
2
0.0
1.5
0.9
3.0
27.4
47.6
19.6
40.1 %
9.0%
8.63E-07
F
AB-4BR
Jar
23-24.5
Fly Ash
-
48.5
-
-
-
0.0
0.1
3.7
23.0
41.7
28.1
3.4
-
27.5%
A
AB-4BR
Jar
48-49.5
Fly Ash
-
31.1
-
0.0
0.0
0.0
0.2
1.4
76.7
21.7
-
3.8%
A
AB-4D
UD
68-70
Grey -Brown Silty Sand
SM
2.732
25.0
NP
37
NP
0.0
0.0
0.5
3.2
55.3
36.5
4.5
45.4%
24.0%
3.61E-05
M1
AB-4D
UD
73-75
White -Brown Silty Sand
SM
2.606
14.8
NP
29
NP
0.0
1.6
4.2
12.3
49.8
27.8
4.3
36.2%
26.5%
6.35E-05
M2
AB-5D
Jar
48-49.5
Grey -Brown Sandy Lean Clay
-
36.3
-
0.0
0.0
0.0
2.1
23.8
40.7
33.4
-
3.8%
M1
AB-5D
Jar
49.5-51
Yellow -Brown Elastic Silt
43.6
0.0
0.9
3.2
1.3
24.1
52.6
17.9
10.0%
M1
AB-5D
Jar
68-69
Light -Brown Micaceous Silty Sand
23.3
0.0
1.2
7.1
10.8
44.4
31.1
5.4
25.0%
M2
AB-5D
Jar
73-73.4
Orange -Brown Silty Sand
-
16.2
-
0.0
4.5
10.3
11.4
41.3
27.6
4.9
-
26.0%
M2
AB-5GTB
UD
55-56
Brown Micaceous Silty Sand
SM
2.756
26.9
NP
36
NP
0.0
1.0
7.1
13.2
30.6
44.0
4.1
46.2%
24.0%
7.46E-05
M1
AB-6D
Jar
13-14.5
Fly Ash
-
65.4
-
0.0
3.3
12.7
24.0
39.4
18.6
2.0
-
31.0%
A
AB-6GTB
UD
6-8
Fly Ash
SM
2.227
55.6
NP
NV
NP
0.0
2.1
9.6
19.3
56.5
11.4
1.1
58.3%
35.0%
4.75E-04
A
AB-7D
Jar
3-5
Fly Ash
-
11.2
0.0
7.0
17.1
28.8
34.0
11.6
1.5
-
35.0%
A
AB-7SL
UD
7-9
Fly Ash
SM
1.705
43.4
NP
NV
NP
0.0
0.4
3.7
11.6
47.9
31.6
4.8
48.4%
25.0%
6.08E-04
A
AB-7SL
UD
20-22
Tan -Brown Silty Sand
SM
2.597
27.8
27
22
NP
0.0
4.9
11.5
12.3
21.8
32.9
16.6
40.6%
13.5%
1.42E-06
M1
AB-8D
Jar
14-16
Fly Ash
-
34.9
-
-
0.0
0.0
0.2
1.9
8.6
75.1
14.2
-
7.0%
A
AB-8SL
UD
52-53.1
Grey -Brown Silty Sand
SM
2.668
25.5
NP
24
NP
0.0
12.6
10.7
11.5
27.9
26.9
10.4
40.0%
20.0%
6.96E-06
M1
AB-9D
UD
60-62
Olive -Brown Silty Sand with PWR
SM
2.572
17.2
28
29
1
0.0
5.5
5.7
27.1
30.8
24.2
6.7
35.3%
25.0%
3.03E-05
M1
AB-9GTB
UD
45-47
Olive -Brown Sandy Silt
ML
2.574
36.1
NP
34
NP
0.0
0.1
0.5
3.1
37.0
42.5
16.8
47.2%
12.5%
4.00E-05
M1
BG-1S
UD
15-16.9
Whitish Yellow -Brown Sandy Silt
ML
2.597
15.2
41
42
1
0.0
0.0
0.3
2.5
35.3
54.6
7.3
57.7%
17.5%
2.33E-04
M1
BG-1S
UD
34.45-36.8
Tan -Brown Silty Sand with Black Stains
SM
2.753
40.3
NP
37
NP
0.0
7.1
13.2
27.1
26.8
23.2
2.6
58.9%
30.0%
1.67E-04
M2
BG-2S
UD
55-57
Tan -Brown Silty Sand
SM
2.639
24.8
NP
32
NP
0.0
1.9
1.6
6.3
44.1
40.4
5.7
42.7%
22.0%
3.17E-05
M1
BG-3S
UD
40-42
Orange -Brown Silty Sand
SM
2.662
29.0
NP
38
NP
0.0
2.1
4.9
8.8
38.2
40.1
5.9
48.0%
22.0%
4.66E-05
M1
GWA-1D
Jar
14-14.8
Tan -Brown Silty Sand
SM
2.738
-
NP
34
NP
0.0
5.8
11.9
14.5
31.3
28.8
7.7
-
22.5%
M1
GWA-1GTB
UD
4-5.5
Red -Brown Silty Sand
SM
2.722
17.0
NP
35
NP
0.0
9.7
16.4
16.6
28.7
25.5
3.4
42.3%
28.0%
1.02E-04
M1
GWA-1S
Jar
9-9.7
Brown Micaceous Silty Sand with Gravel
SM
2.764
-
NP
33
NP
0.0
15.5
12.7
12.3
25.0
28.3
6.2
-
24.5%
M1
GWA-2D
UD
39-41
Yellow -Brown Sandy Silt
ML
2.600
38.7
NP
34
NP
0.0
0.2
0.9
2.8
36.3
53.0
6.8
49.8%
18.0%
7.78E-05
M1
GWA-4D
Jar
10-11.5
Yellow -Brown Sandy Silt
-
29.8
-
0.0
0.0
1.1
2.4
32.8
51.4
12.3
-
15.0%
M1
GWA-4D
Jar
45-46.5
Light -Brown Silty Sand
-
21.3
-
0.0
0.0
0.1
5.9
52.0
36.1
5.9
-
23.0%
M2
GWA-4S
UD
8-10
Tan -Brown Sandy Silt
ML
2.624
15.9
NP
37
NP
0.0
2.9
3.1
3.9
37.9
37.0
15.2
47.6%
14.5%
1.03E-04
M1
GWA-4S
UD
15-17
Orange -Brown Silty Sand
SM
2.606
20.5
NP
38
NP
0.0
0.0
0.0
5.6
60.6
29.1
4.7
54.7%
26.0%
4.06E-04
M1
GWA-5GTB
UD
28-30
Light -Brown and White Silty Sand
SM
2.692
20.9
NP
33
NP
0.0
1.9
2.9
8.7
49.4
33.2
3.9
46.7%
25.5%
7.41E-05
M1
GWA-7S
UD
42.5-43.3
Tan -Brown Micaceous Silty Sand
SM
2.702
26.1
NP
29
NP
0.0
6.4
4.6
14.6
40.4
32.4
1.6
43.3%
27.5%
6.10E-05
M1
GWA-8S
UD
33-34.5
Grey -Brown Silty Sand
SM
2.633
21.0
NP
32
NP
0.0
0.0
0.1
3.6
54.3
38.1
3.9
39.8%
24.5%
6.48E-05
M2
GWA-9GTB
UD
60-62
Yellow -Brown Sandy Silt
ML
2.668
33.8
NP
36
NP
0.0
2.7
5.1
3.6
33.4
46.7
8.5
47.8%
22.0%
1.56E-05
M2
GWA-10S
UD
24-26
Tan -Brown Sandy Silt
ML
2.610
33.4
NP
NV
NP
0.0
0.4
1.6
4.4
40.1
51.4
2.1
45.7%
22.5%
1.38E-04
M1
GWA-11D
UD
42-42.6
Dark -Brown Micaceous Silty Sand
SM
2.707
16.1
NP
NV
NP
0.0
2.2
10.1
20.6
37.1
28.1
1.9
33.1%
29.0%
5.39E-05
M2
Belews Creek Steam Station
Page 1 of 2

Table 11-1. Soil/Material Properties for Ash, Fill, Alluvium, and Soil/Saprolite
Atterberg Limits°
Grain Sizes
Estimated
Vertical
°
/° Gravel
o
/° Sand
o
/ Fines
°
Specific
Natural Moisture
Total
Specific
Hydraulic
Hydrostratigraphic
Borehole
Sample #
Depth (ft)
Material Description
�
USCS
Gravity z
a
Content (%)
PorosityZ
Yield/Effec
Conductivity6,
Layer
Plastic
Liquid
Plasticity
Coarse
Fine a
Coarse s
Medium "
Fine "
12
Silt
Clay 13
tive
k (cm/sec)
Limit (PL)
Limits (LL)
Index (PI)
Porosity"
Zo,
GWA-12D
UD
25-27
White -Brown Sandy Silt
MIL
2.622
12.2
NP
35
NP
0.0
5.0
2.2
1.2
30.3
58.0
3.3
49.8%
19.5%
2.30E-04
M1
MW-20013R
UD
4-5.1
Grey Silty Sand
SM
2.706
23.0
NP
29
NP
0.0
9.8
9.7
19.3
35.8
18.1
7.3
39.2%
26.0%
1.33E-05
M1
Notes:
1. ASTM Standard D 2487, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)
2. ASTM Standard D 854, "Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer"
3. ASTM Standard D 2216, "Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
4. ASTM Standard D 4318, "Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils
5. ASTM Standard D 422, "Standard Test Method for Particle -Size Analysis of Soils
6. ASTM Standard D 5084, "Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter"
7. Coarse Gravel: 19.Omm - 75mm
8. Fine Gravel: 4.75mm - 19.Omm
9. Coarse Sand: 2.Omm - 4.75mm
10. Medium Sand: 0.425mm - 2.Omm
11. Fine Sand: 0.075mm - 0.425mm
12. Silt: 0.005mm - 0.075mm
13. Clay: <0.005mm
14. All columns directly derived from laboratory analyses except "Estimated Specific Yield/Effective Porosity".
15. Effective porosity and specific yield are not synonymous. For practical purposes, they may be estimated as approximately equal in value.
16. AB-2GTB represented as A13-2D on laboratory reports.
17. AB-3GTB (20-22', 45-47') represented as AB-31) on laboratory reports.
18. AB4D represented as AB-4BR on laboratory reports.
19. AB-4BR represented as A134D on laboratory reports.
20. AB-9GTB (45-47') represented as A13-9S on laboratory reports.
21. AB-2GTB, GWA-1GTB, and GWA-5GTB represented as AB-2Sa, GWA-1Sa, and GWA-5Sa respectively on laboratory reports.
Belews Creek Steam Station
Page 2 of 2

Table 11-2. Historic Laboratory Permeability Test Results
Vertical Hydraulic
Hydrostratigraphic
Borehole
Depth 1 of Test (ft bgs)
Depth 2 of Test (ft bgs)
Conductivity'k'
Layer
(cm sec)
BC-4A1
5
6.7
2.51 E-04
M1
BC-51
9.5
11.5
3.61 E-04
M1
M W 2-11
9.5
11.5
2.80E-06
M 1
MW2-21
24.1
25.5
1.81 E-04
M1
M W 2-21
34.1
36.1
6.63E-05
M 1
M W 2-31
29
1 30.6
1 5.58E-05
M 1
PZ-01 DZ
156
1 58
1 8.40E-07
M 1
Notes:
1. See Appendix H for referenced laboratory conductivity reports.
2. Laboratory data from CRHS-series wells (S&ME Project No. 1356-10-0413) were not used in
the statistical analysis. See Appendix H for CRHS-series laboratory data.
References:
1 Geology/Hydrogeology of the Existing Belews Creek Landfill and Proposed Ash Landfill Expansion Site.
Developed by FRAMATOME ANP. Dated September 18, 2001.
2. Belews Creek Pine Hall Ash Landfill (Permit #85-03), Investigation of the Water Level in Observation
Well OB-1. Developed by DTA, Inc., dated February 10, 2005. DTA Project No. 024.0069.0000
3. Water Quality Monitoring Plan — Phase 1/Phase 2, Craig Road Landfill Expansion. Developed by S&ME, dated
April 26, 2014. S&ME Project No. 1356-10-041
Belews Creek Steam Station
Page 1 of 1

Table 11-3. Field Permeability Test Results
Borehole
Category of Test
Depth 1 of
Test (ft bgs)
Depth 2 of
Test (ft bgs)
Vertical Hydraulic
Conductivity, k
(cm/sec)
Horizontal Hydraulic
Conductivity, k (cm/sec)
Hydrostratigraphic
Layer
AB-6S
Well Point - Falling Head
10
13.5
-
5.11 E-04
A
AB-6GTB
Flush Bottom
8
-
8.08E-05
A
AB-6GTB
Well Point - Falling Head
10
13.5
-
4.33E-04
A
AB-7S
Flush Bottom
10
-
4.24E-04
A
AB-7SL
Well Point- Falling Head
23
28
-
9.66E-04
M1
AB-7SL
Flush Bottom
23
-
4.20E-05
MI
AB-8SL
Flush Bottom
24
-
4.05E-04
A
GWA-1 D
Well Point - Falling Head
57.5
62.5
-
1.23E-05
BR
GWA-1 S
Flush Bottom
10.4
-
1.23E-06
M 1
GWA-1S
Well Point- Falling Head
13
18
-
2.27E-05
M1
GWA-2D
Well Point - Falling Head
55
60
-
3.62E-05
TZ
GWA-4D
Well Point - Falling Head
58
64
-
1.98E-05
TZ
GWA-4S
Flush Bottom
24
-
1.02E-04
M1
GWA-4S
Well Point- Falling Head
7
12
-
7.07E-06
M1
GWA-5D
Well Point - Falling Head
45.5
50.5
-
2.12E-04
TZ
GWA-9D
Well Point - Falling Head
75.5
80.5
-
1.09E-05
BR
GWA-1OD
Well Point - Falling Head
49
54
-
8.35E-06
BR
GWA-7D
Well Point - Falling Head
76
81
-
8.15E-06
BR
AB-4BR
Flush Bottom
40
-
7.04E-06
A
AB-4BR
Flush Bottom
73
-
2.62E-04
M2
AB-4BR
Well Point - Falling Head
40
45
-
3.30E-04
A
AB-4BR
Well Point - Falling Head
73
79
-
1.07E-04
M2
AB-4D
Well Point - Falling Head
85
93
-
5.29E-05
M2
AB-5GTB
Flush Bottom
24
-
1.11 E-04
-
A
AB-5GTB
Well Point - Falling Head
24
29
-
6.33E-04
A
BG-1 S
Well Point - Falling Head
18
23
-
5.73E-05
M 1
BG-1 S
Well Point - Falling Head
35
40.5
-
3.91 E-05
M2
BG-2BR
Well Point - Falling Head
80
84
-
5.25E-07
BR
AB-4BR
Packer Test
121.7
127.5
-
1.6E-04
BR
AB-4BR
Packer Test
135.3
141.1
-
1.33E-03
BR
BG-2BR
Packer Test
83
88
-
No take at max pressure (-70 psi)
BR
BG-2BR
Packer Test
104
109
-
No take at max pressure (-80 psi)
BR
BG-2BR
Packer Test
119
124
-
No take at max pressure (--91 psi)
BR
GWA-5BR
Packer Test
47.8
57.5
-
2.82E-05
BR
GWA-5BR
Packer Test
62
71.7
-
8.79E-06
BR
GWA-5BR2
Packer Test
80.5
86.5
-
2.40E-04
BR
GWA-5BR2
Packer Test
90.0
96
-
2.94E-05
BR
GWA-5BR2
Packer Test
97.5
103.5
-
2.72E-05
BR
GWA-12BR
Packer Test
116.6
122.7
-
1.16E-05
BR
GWA-12BR
Packer Test
105.9
112
-
1.78E-05
BR
GWA-12BR
Packer Test
79.9
86
-
5.86E-06
BR
MW-200BR
Well Point - Falling Head
12.3
17.3
-
BR
MW-200BR
Packer Test
45.3
50.3
-
1.56E-03
BR
MW-200BR
Packer Test
39
45
-
2.22E-04
BR
MW-202BR
Well Point - Falling Head
81
86
-
1.05E-04
TZ
MW-202BR
Packer Test
96
106
-
3.11 E-04
BR
MW-203BR
Well Point - Falling Head
70.5
75.5
-
4.18E-06
TZ
MW-202BR
Packer Test
106
116
-
3.24E-04
BR
MW-203BR
Packer Test
93.6
98.6
-
8.95E-05
BR
MW-203BR
Packer Test
101.5
106.5
-
1.55E-05
BR
MW-203BR
Packer Test
105.7
110.7
-
1.43E-05
BR
Notes:
1. Refer to Section 11.2.1 for discussion of field procedures
2. Refer to Appendix H for calculation worksheets
Belews Creek Steam Station
Page 1 of 1

Table 11-4. Historic Field Permeability Test Results
Horizontal
Vertical Hydraulic
Depth 1 of Test (ft
Depth 2 of Test
Hydraulic
Hydrostratigraphic
Borehole
Category of Test
Conductivity'k'
bgs)
(ft bgs)
Conductivity'k'
Layer
(cm/sec)
(cm/sec)
BC-1A1
Well Point
66
75.7
-
2.88E-05
TZ
BC-1A'
Flush Bottom
8.9
-
1.27E-05
-
M1
BC-1A'
Flush Bottom
23.8
-
5.72E-06
-
M2
BC-2A'
Flush Bottom
18.6
-
2.49E-06
M1
BC-2A
Flush Bottom
38.2
-
4.95E-04
-
M2
BC-4A'
Flush Bottom
9.5
-
1.39E-05
-
M1
BC-4A1
Flush Bottom
19.5
-
4.98E-06
-
M2
BC-4A'
Flush Bottom
29.5
-
1.07E-05
-
M2
BC-6A
Flush Bottom
8.4
-
1.05E-05
-
M1
MW2-2A'
Well Point
73.5
89.9
-
5.53E-06
M2/BR
MW2-2A1
Flush Bottom
28.5
-
1.25E-05
-
M1
PZ-01 D2
Flush Bottom
30.7
-
7.15E-05
-
A
PZ-01 D2
Flush Bottom
45.6
-
2.55E-04
-
A
PZ-01 D2
Well Point
56
59.5
-
4.75E-06
M1
PZ-02D2
Flush Bottom
30.8
-
1.33E-05
-
A
PZ-02D2
Well Point
70.4
77.8
-
2.67E-05
M2
PZ-03D2
Well Point
75.8
83.3
-
1.24E-04
M1
PZ-04DA2
Well Point
78.5
86.5
-
9.82E-05
M1
PZ-05D2
Flush Bottom
25.7
-
3.73E-04
-
A
PZ-05D2
Well Point
76
79.5
-
5.91 E-06
M1
PZ-05S2
Flush Bottom
69.3
-
1.75E-04
-I
A
Notes:
1. Refer to Appendix H for historic field permeability calculation worksheets
2. Historic boring logs (Appendix H) were used in the hydrostratigraphic characterization of test intervals.
References:
1. Geology/Hydrogeology of the Existing Belews Creek Ash Landfill (Permit #85-03) and Proposed Ash Landfill Expansion Site. Developed by Duke Engineering
Services, dated September 18, 2001. Project No. 00003.08.0080.00.00000
2. Belews Creek Pine Hall Ash Landfill (Permit #85-03), Investigation of the Water Level in Observation Well OB-1. Developed by DTA, Inc., dated February 10,
2005. DTA Project No. 024.0069.0000
Belews Creek Steam Station
Page 1 of 1

Table 11-5. Slug Test Permeability Results
Borehole
Depth 1 of Test (ft
b s
g)
Depth 2 of Test (ft
s
b g)
Horizontal HydraulicHydrostratigraphic
Conductivity W
(cm/sec)
Layer
y
Contractor
AB-1 D
73
78
5.06E-03
BR
Terracon
AB-1S
35
50
3.99E-04
M1/M2
Terracon
AB-2D
132
137
2.80E-03
BR
Terracon
AB-2S
31
46
8.52E-06
F
Terracon
AB-3D
111
116
7.57E-06
BR
Terracon
AB-3S
36
51
3.22E-03
M 1
Terracon
AB-4BR
137.5
142.5
3.06E-02
BR
Terracon
AB-4D
89.5
94.5
8.08E-04
TZ
Terracon
AB-4S
3
18
1.30E-03
A
Terracon
AB-4SL
51.3
61.3
4.20E-03
A
Terracon
AB-5D
97
102
2.76E-03
TZ/BR
Terracon
AB-5S
3
18
1.23E-02
A
Terracon
AB-5SL
34
44
3.03E-03
A
Terracon
AB-6D
85
90
5.60E-03
TZ
Terracon
AB-6S
2
12
3.28E-03
A
Terracon
AB-6SL
13.3
18.3
2.37E-03
A
Terracon
AB-7D
84
89
1.43E-04
BR
Terracon
AB-7S
5
15
4.62E-04
A
Terracon
AB-8D
72
77
5.17E-03
TZ
Terracon
AB-8S
4
19
7.10E-04
A
Terracon
AB-8SL
37
47
8.04E-04
A
Terracon
AB-913R
130
135
1.14E-03
BR
Terracon
AB-9D
90
95
3.54E-04
BR
Terracon
AB-9S
13
28
2.68E-05
M1
Terracon
BG-1 D
47
52
-
BR
Terracon
BG-1 S
26
41
-
M2
Terracon
BG-2BR
80.5
85.5
-
BR
ERM
BG-2D
70
75
6.95E-05
BR
ERM
BG-2S
40
55
3.76E-03
M1
ERM
BG-3D
62
67
2.49E-03
TZ
Terracon
BG-3S
25
40
6.54E-05
M 1
Terracon
GWA-1 D
58
63
3.43E-07
BR
Terracon
GWA-1S
19
34
8.89E-06
M1/M2
Terracon
GWA-21D
58
63
1.24E-03
BR
Terracon
GWA-2S
34
49
1.25E-04
M2
Terracon
GWA-31D
45
50
9.66E-05
TZ
ERM
GWA-3S
27
42
-
M1/M2
Terracon
GWA-41D
64
69
2.95E-05
BR
Terracon
GWA-5BR2
80
85
1.99E-03
BR
Terracon
GWA-51D
51.8
56.8
1.10E-04
TZ
Terracon
GWA-5S
23
38
1.57E-04
M1/M2
Terracon
GWA-61D
101
106
1.00E-03
TZ/BR
ERM
Belews Creek Steam Station
Page 1 of 2

Table 11-5. Slug Test Permeability Results
Borehole
Depth 1 of Test (ft
b s
g)
Depth 2 of Test (ft
s
b g)
Horizontal HydraulicHydrostratigraphic
Conductivity W
(cm/sec)
Layer
y
Contractor
GWA-6S
28
43
1.93E-04
M1
Terracon
GWA-71D
79
84
-
BR
ERM
GWA-7S
27.5
42.5
6.09E-04
M1
ERM
GWA-81D
89
94
1.17E-04
BR
Terracon
GWA-8S
20
35
1.60E-04
M1
Terracon
GWA-91D
83
88
1.15E-05
BR
Terracon
GWA-9S
36
51
6.17E-04
M1
Terracon
GWA-10D
50.5
55.5
1.12E-05
BR
Terracon
GWA-10S
4
19
7.49E-04
M1
Terracon
GWA-11 D
63
68
3.39E-06
BR
Terracon
GWA-11S
23
38
2.02E-04
M1
Terracon
GWA-12BR
106
111
2.33E-04
BR
Terracon
GWA-12D
63
68
3.37E-03
BR
Terracon
GWA-12S
40
55
-
M2
Terracon
GWA-16D
58
63
2.43E-06
BR
Terracon
GWA-16S
29
44
1.91E-05
M1/M2
Terracon
GWA-17D
50
55
5.27E-05
TZ
ERM
GWA-17S
25
40
-
M1
Terracon
MW-200BR
45
50
-
BR
Terracon
MW-202BR
98
103
1.02E-04
BR
Terracon
MW-203BR
94
99
4.42E-04
BR
ERM
Notes:
1. Slug test data in which test interval bridges hydrostratigraphic layers were not used in the statistical analysis.
2. Refer to Appendix H for procedures and full reports.
Belews Creek Steam Station
Page 2 of 2

Table 11-6. Historic Slug Test Permeability Results
Depth 1 of Test (ft
Depth 2 of Test (ft
Horizontal Hydraulic
Borehole
Hydrostratigraphic Layer
b s)
Conductivit 'k' cm/sec
BC-20�
11.6
21.6
1.25E-03
M1 / M2
BC-21 1
3.9
13.9
1.15 E-03
M 1
BC-221
3
13
2.92E-03
M1 / M2
BC-23A'
76.7
101.7
6.06E-05
M2 / TZ
BC-251
6.5
21.5
6.17E-04
M2
BC-261
7
22
3.69E-04
M 1
BC-27 t
21
36
5.39E-04
M 1
BC-28'
43.2
58.2
1.19E-05
M1 / M2 / BR
BC-291
5
20
1.53E-03
-
BC-30'
17
32.2
1.99E-04
-
BC-31 1
60
80
5.62E-05
-
BC-71
37.3
52.3
3.55E-05
TZ / BR
MW-12
33.1
43.1
8.86E-05
M1 / M2
M1W-22
43.2
47.9
2.69E-04
M1 / M2
MW-42
28.2
38.2
1.50E-04
M1 / M2
MW -52
48.3
58.3
9.19E-05
M 1
MW-63
30.2
34
2.10E-04
M 1
MW-101 D4
30
35
2.86E-04
BR
MW-101 S4
5
15
1.06E-03
M1
MW-102D4
14
19
2.10E-06
BR
MW-102S4
5
13
1.23E-04
M1
MW-103D4
22
27
2.16E-04
BR
MW-103S4
5
10
9.89E-04
M1
MW-104D4
79
84
4.23E-05
BR
M W -10454
33
43
1.15E-05
M 1
MW-200D5
11.5
16.5
4.78E-02
TZ
MW-200S5
2.4
10
2.26E-03
F / M2
MW-201 D5
30.8
40.8
1.19E-03
BR
MW-202D5
84
89
2.55E-05
M2 / TZ
MW-202S5
37
57
2.25E-04
M1
MW-203D5
84.4
89.4
1.43E-02
TZ
MW-203S5
24.6
39.6
3.87E-02
M1
MW-204D5
33
38
7.62E-03
BR
M W -20455
16
31
5.54E-02
M 1
MW2-13
31.5
41.5
9.70E-05
M2
M W 2-23
27
37
3.10E-04
M 1
MW2-33
39.3
59.3
7.80E-05
M2 / TZ / BR
M W 2-43
38
58
7.40E-04
TZ
MW2-53
34
54
9.90E-04
M2 / TZ / BR
MW-42
28.2
38.2
1.50E-04
M1 / M2
MW-52
48.3
58.3
9.19E-05
M 1
Notes:
1. Historic boring logs (Appendix H) were used in the hydrostratigraphic characterization of screen intervals.
2. Historic slug test results in which test interval bridges hydrostratigraphic layers were not used in the statistical analysis.
3. Hydrostratigraphic layers were not characterized for BC-29, BC-30, or BC-31 due to lack of SPT or Recovery/RQD.
4. See Appendix H for referenced historic slug tests and historic boring logs.
5. Slug test results from CRHS-series wells (S&ME Project No. 1356-10-0416) were not used in the statistical analysis.
See Appendix H for CRHS-series k-values.
References:
1 Water Quality Monitoring Plan--FGD Scrubber Residue Landfill Report. Developed by S&ME, dated December 7, 2007.
S&ME Project No. 1054-04-955
2 Soil Test Boring Field Reports. Developed by Duke Power Company Construction Department, field operations
dated August 1989.
3 Geology/Hydrogeology of the Existing Belews Creek Ash Landfill (Permit #85-03) and Proposed Ash Landfill
Expansion Site. Developed by FRAMATOME ANP, dated September 18, 2001. Project No. 00003.08.0080.00.00000
4 Belews Creek Ash Basin Monitoring Well Installation Report. Developed by Qore, dated January 17, 2007.
Qore Job No. 7598.2
5 Ash Basin Monitoring Well Installation Report. Developed by MACTEC, dated January 21, 2011. MACTEC
Project No. 6228-10-5284
6 Water Quality Monitoring Plan - Phase 1/Phase 2, Craig Road Landfill Expansion. Developed by S&ME, dated
April 26, 2014. S&ME Project No. 1356-10-041
Belews Creek Steam Station
Page 1 of 1

Table 11-7. Laboratory Permeability Test Results
Borehole
Depth 1 of Test
(ft bgs)
Depth 2 of
Test (ft bgs)
Vertical Hydraulic
Conductivity'k'
cm/sec
Hydrostratigraphic
Layer
AB-1 S
10
12
8.60E-07
F
AB-1 S
15
17
2.32E-05
F
AB-1 S
20
22
1.05E-05
F
AB-1S
35
37
1.05E-04
M1
A13-2D
10
12
8.44E-07
F
AB-2D
30
32
2.20E-06
F
AB-2Sa
64
66
1.14E-06
F
AB-31D
20
22
2.40E-05
F
AB-3D
45
47
1.25E-04
M1
A13-3S
28
30
8.63E-07
F
AB-413R
68
70
3.61E-05
M1
AB-4BR
73
75
6.35E-05
M2
AB-5GTB
55
56
7.46E-05
M1
AB-6GTB
6
8
4.75E-04
A
AB-7SL
7
9
6.08E-04
A
AB-7SL
20
22
1.42E-06
M1
AB-8SL
52
53.1
6.96E-06
M1
AB-9D
60
62
3.03E-05
M1
AB-9GTB
45
47
4.00E-05
M1
BG-1S
15
16.9
2.33E-04
M1
BG-1 S
34.45
36.8
1.67E-04
M2
BG-2S
55
57
3.17E-05
M1
BG-3S
40
42
4.66E-05
M1
GWA-1Sa
4
5.5
1.02E-04
M1
GWA-2D
39
41
7.78E-05
M1
GWA-4S
8
10
1.03E-04
M1
GWA-4S
15
17
4.06E-04
M1
GWA-5Sa
28
30
7.41E-05
M1
GWA-7S
42.5
43.3
6.10E-05
M1
GWA-8S
33
34.5
6.48E-05
M2
GWA-9GTB
60
62
1.56E-05
M2
GWA-10S
24
26
1.38E-04
M1
GWA-11 D
42
42.6
5.39E-05
M2
GWA-12D
25
27
2.30E-04
M1
MW-200BR
4
5.1
1.33E-05
M1
Notes:
1. Vertical hydraulic conductivity values from laboratory testing in accordance with
ASTM Standard D 5084
2. Refer to Appendix H for laboratory reports.
Belews Creek Steam Station
Page 1 of 1

Table 11-8. Total Porosity for Upper Hydrostratigraphic Units (A, F, S, M1, and M2)
Total Porosity
Hydrostratigraphic Unit
N
Mean (%)
Median (%)
Mean + 1SD (%)
Mean - 1SD (%)
Minimum (%)
Maximum (%)
Ash
4
47.3%
44.5%
54.8%
39.8%
42.0%
58.3%
Fill
12
43.9%
44.3%
46.4%
41.5%
40.2%
49.2%
M1
1 25
11 44.40o
1 44.5%
1 46.8%
1 42.0%
1 39.4%
1 51.1%
M2
1 6
1 43.4%
1 42.8%
1 47.9%
1 38.8%
1 38.1 %
1 50.7%
Notes:
1. Total porosity estimated from soil testing, using both Fetter/Bear Diagrams (Johnson, 1967) and results from Laboratory Conductivity testing.
Belews Creek Steam Station
Page 1 of 1

Table 11-9. Estimated Effective Porosity/Specific Yield and Specific Storage for Upper Hydrostratigraphic Units (A, F, S, M1, and
M2)
Effective Porosity/Specific Yield (%)
Specific Storage (1/ft)
Hydrostratigraphic Unit
N
Mean (%)
Median (%)
Mean + 1SD
%
Mean - 1SD
%
Minimum (%)
Maximum (%)
Ash
7
23.5%
27.5%
36.4%
10.5%
3.8%
35.0%
-
Fill
21
15.0%
16.0%
20.9%
9.1 %
4.5%
25.0%
6.1 E-05 - 4.0E-05
M1
63
1 22.1 %
1 24.0%
1 28.4%
1 15.8%
1 4.0%
1 34.0%
3.0E-04 - 1.5E-05
M2
29
1 29.3%
1 30.0%
1 31.3%
1 27.2%
1 24.5%
1 34.0%
1.5E-05 - 6.2E-05
Notes:
1. Effective porosity/specific yield estimated from soil testing using Fetter/Bear Diagrams (Johnson, 1967).
2. Effective porosity and specific yield are not synonymous. For practical purposes, they may be estimated as
approximately equal in value.
3. Specific Storage ranges based on published values (Domenico and Mifflin, 1965). Alluvium and M1 fall within
the same range of values.
4. For historic data derived from S&ME Project 1357-10-041, adjusted grain size distributions were used in the statistical analysis.
Belews Creek Steam Station
Page 1 of 1

Table 11-10. Hydrostratigraphic Layer Properties - Horizontal Hydraulic Conductivity
Hydrostratigraphic Unit
N
Geometric Mean
(cm/sec)
Geometric Mean +
1SD (cm/sec)
Geometric Mean -
1SD (cm/sec)
Geometric Median
(cm/sec)
Minimum (cm/sec)
Maximum (cm/sec)
Ash
12
1.0E-03
2.5E-03
4.2E-04
7.6E-04
3.3E-04
4.2E-03
Fill
19
4.9E-05
2.4E-04
1.0E-05
5.6E-05
2.9E-06
3.5E-03
M1
28
1.9E-04
1.1 E-03
3.5E-05
2.1 E-04
4.7E-06
3.8E-03
M2
7
8.9E-05
2.5E-04
3.2E-05
9.7E-05
2.7E-05
6.2E-04
Transition Zone (TZ)
16
3.4E-04
4.8E-03
2.4E-05
1.5E-04
4.2E-06
4.8E-02
Bedrock (BR)
48
1 9.1 E-05
1 1.1 E-03
7.8E-06
9.6E-05
5.2E-07
3.1 E-02
Notes:
1. Hydraulic Conductivity, 'k,' values have an approximate lognormal distribution. Geometric mean, median, and standard deviation
estimated by taking the log of the values and running standard statistics on the log values, then converting those values back.
2. Dataset derived from CSA Investigation and historical reports. Refer to tables 11-3, 11-5 and 11-7 for historic conductivity data.
3. Fill dataset derived from Allen (N=4), Belews (N=1), Buck (N=1), Cliffside (N=4), Dan River (N=3), Marshall (N=3), and Riverbend (N=3) CSA Investigations
Belews Creek Steam Station
Page 1 of 1

Table 11-11. Hydrostratigraphic Layer Properties - Vertical Hydraulic Conductivity
Hydrostratigraphic Unit
N
Geometric Mean
(cm/sec)
Geometric Mean
+ 1SD (cm/sec)
Geometric Mean
1SD (cm/sec)
Geometric
Median (cm/sec)
Minimum
(cm/sec)
Maximum
(cm/sec)
Ash
11
1.8E-04
5.7E-04
5.8E-05
2.6E-04
1.3E-05
6.1 E-04
Fill
8
3.1 E-06
1.4E-05
7.0E-07
1.6E-06
8.4E-07
2.4E-05
M1
33
4.5E-05
1.9E-04
1.1E-05
6.1 E-05
1.4E-06
2.4E-05
M2
10
4.3E-05
2.1 E-04
8.7E-06
5.9E-05
5.0E-06
5.0E-04
Transition Zone (TZ)
-
-
-
-
-
-
-
Bedrock (BR)
-
-
-
-
-
-
Notes:
1. Hydraulic Conductivity, `k,' values have an approximate lognormal distribution. Geometric mean, median, and standard deviation
estimated by taking the log of the values and running standard statistics on the log values, then converting those values back.
2. Dataset derived from CSA Investigation and historical reports. Refer to tables 11-3, 11-5, and 11-7 for historic conductivity data.
3. Vertical hydraulic conductivity values for the TZ and BR could not be measured in the field or laboratory. Vertical
and horizontal conductivity for these layers are unlikely to be equal. Consider to be equal as an initial assumption and adjust as
necessary during flow model calibration.
Belews Creek Steam Station
Page 1 of 1

Table 11-12. Total Porosity, Secondary (Effective) Porosity/Specific Yield, and Specific Storage for Lower Hydrostratigraphic Units
(TZ and BR)
Hyd rostrati graph i c Unit
Secondary (Effective)
Total Porosity (%)
S p Storage g ( 1/ft )
Specific
°
Porosity / Specific Yield (/°)
Transition Zone (TZ)
0.00005 - 0.01
1.0 - 10.0
1.0E-06 - 2.1 E-05
Bedrock (BR)
0.0005
0.01 - 1.0
< 1.0E-06
Notes:
1. Ranges based on published values (Sanders, 1998; Domenico and Mifflin, 1965).
2. Effective porosity and specific yield are not synonymous. For practical purposes, they may be estimated as
approximately equal in value.
Belews Creek Steam Station
Page 1 of 1

Table 11-13. Hydraulic Gradients - Vertical
Well
Water Table Elevation
(ft, msl)
Total Well Depth
(ft, b s)
Vertical Gradient
(ft/ft) 1,2
GWA-2D
745.22
70
0.0252
GWA-2S
745.70
51
A B-2 D
730.91
139
-0.1117
AB-2S
740.85
50
M W-200D
629.34
19.5
0.0475
M W-200S
629.02
12.76
GWA-11D
723.15
72
-0.1836
GWA-11S
725.72
58
BG-3D
812.98
71
0.0437
BG-3S
811.80
44
MW-202D
741.48
91.4
0.0169
M W-202S
740.95
60.01
GWA-8 D
801.95
97
-0.0205
GWA-8S
803.14
39
GWA-6 D
753.49
109
70
-0.1849
GWA-6S
760.70
A B-6 D
758.54
94.6
0.0235
AB-6S
760.48
12
A B-8 D
756.90
84.7
-0.0044
AB-8S
757.18
21
BG-2 D
763.92
70
0.183
BG-2S
762.09
60
GWA-3 D
726.02
59
-0.0038
GWA-3S
726.08
43
GWA-5 D
760.37
60.5
-0.0073
GWA-5S
760.52
40
A B-8 D
756.90
84.7
-0.0044
AB-8S
757.18
21
AB-41)
754.93
94.5
0.0065
AB-4S
755.43
18
M W-204D
747.82
41.07
-0.0098
M W-204S
747.89
33.94
GWA-16D
747.37
69
-0.0318
GWA-16S
748.07
47
GWA-10D
739.20
64
-0.0273
GWA-10S
740.24
26
GWA-9 D
749.82
90.5
-0.0283
GWA-9S
750.88
53
M W-104D
756.75
83.02
0.0027
M W-104S
756.65
45.64
M W-103 D
676.28
29.5
0.0541
M W-103S
677.15
13.43
M W-203 D
1 752.25
1 91.86
0.0002
M W-203S
1 752.24
1 42.511
Belews Creek Steam Station
Page 1 of 1

Table 11-14. Groundwater Velocities
Well Pair
Ash
Fill
Alluvium
M1
M2
TZ
BR
Regolith (S wells); Seepage Velocity (ft/yr)
GWA-8S / MW-200S
131.6
9.8
-
25.8
9.1
-
AB-7S / AB-5S
13.6
1.0
-
2.7
0.9
-
GWA-5S / MW-103S
113.4
8.5
-
22.3
7.9
-
GWA-9S / GWA-11 S
27.2
2.0
-
5.3
1.9
-
-
GWA-5S / MW-200S
149.7
11.2
-
29.4
10.4
-
-
Transition Zone (D Wells); Seepage Velocity (ft/yr)
GWA-8D / MW-200D
-
-
-
-
-
1.0E+05 to 2.0E+07
-
AB-9D / AB-51D
-
-
7.0E+03 to 1.4E+06
-
GWA-7D / AB-61D
-
-
4.9E+04 to 9.9E+06
-
GWA-9D / GWA-11 D
-
-
2.1 E+04 to 4.2E+06
-
GWA-5D / MW-200D
-
-
1.1 E+05 to 2.3E+07
-
BG-1 D / MW-200D
-
-
1.1E+05 to 2.3E+07
-
GWA-12D / MW-202D*
-
-
6.0E+05 to 1.2E+08
-
Fractured Bedrock (BR Wells); Seepage Velocity (ft/yr)
Not enough data to determine hydraulic gradient
Notes:
1. Refer to Table 11-10 for horizontal hydraulic conductivity values.
2. Refer to Table 6-9 for horizontal hydraulic gradients.
3. Refer to Tables 11-9 and 11-12 for effective porosity/specific yield for upper and lower hydrostratigraphic units, respectively.
4. Alluvium (S) was not encountered in any of the new boreholes or historic boreholes in the area of the BCSS ash basin
* Not used for average hydraulic gradient calculation
Belews Creek Steam Station
Page 1 of 1

Table 12-1. Selection of Human Health COPCs - Groundwater
Total or
Dissolved
(T or D)
Contaminant
Group
Contaminant
CASRN
Frequency of
Detection
o
( �O)
Range
of Detection
Location of
Maximum
Detected
Concentration
Range of
Detection
Limits
Maximum
Reporting
Limit
Concentration
Used for
Screening
(1)
USEPA
Tapwater RSLs
(2)
15A NCAC 02L
.0202 GWQS
(3)
NC IMAC
(4)
Groundater w
COPC?
(Y/N)
Rationale for
Selection or
Deletion
(5)
Minimum
Detected
Concentration
Q
Maximum
Detected
Concentration
Q
T
INORGANIC
Aluminum
7429-90-5
90
58
J
9600
AB-1S
10-100
100
9600
2000
NA
NA
Y
1
T
INORGANIC
Antimony
7440-36-0
63
0.16
J
8.1
AB-2S
0.5-0.5
0.5
8.1
0.78
NA
1
Y
1
T
INORGANIC
Arsenic
7440-38-2
83
0.12
J
79.1
MW-103S
0.5-0.5
0.5
79.1
0.052
10
NA
Y
1
T
INORGANIC
Barium
7440-39-3
97
3.1
J
490
GWA-11S
5-5
5
490
380
700
NA
Y
1
T
INORGANIC
Beryllium
7440-41-7
53
0.068
J
6.6
GWA-11S
0.2-0.2
0.2
6.6
2.5
NA
4
Y
1
T
INORGANIC
Boron
7440-42-8
58
30
J
13200
AB-3S
50-1000
1000
13200
400
700
NA
Y
1
T
INORGANIC
Cadmium
7440-43-9
67
0.025
J
3.8
MW-103D
0.08 - 0.08
0.08
3.8
0.92
2
NA
Y
1
T
INORGANIC
Chromium (Total)
7440-47-3
100
0.23
J
50.7
GWA-17S
0.5-0.5
0.5
50.7
2200
10
NA
Y
1
T
INORGANIC
Cobalt
7440-48-4
75
0.17
J
413
MW-102S
0.5-0.5
0.5
413
0.6
NA
1
Y
1
T
INORGANIC
Copper
7440-50-8
88
0.24
J+
38.6
AB-4D
1 - 1
1
38.6
80
1000
NA
N
2
T
INORGANIC
Iron (Fe)
7439-89-6
97
35
J
92200
MW-103S
50-50
50
92200
1400
300
NA
Y
1
T
INORGANIC
Lead
7439-92-1
83
0.051
J
2.8
GWA-9S
0.1 - 0.5
0.5
2.8
15
15
NA
N
2
T
INORGANIC
Manganese (Mn)
7439-96-5
92
2.9
J
21300
MW-102S
5-100
100
21300
43
50
NA
Y
1
T
INORGANIC
Mercury
7439-97-6
17
0.00115
-
0.47
GWA-10S
0.0005 - 0.2
0.2
0.47
0.063
1
NA
Y
1
T
INORGANIC
Molybdenum
7439-98-7
87
0.1
J
38.3
GWA-5BR
0.5-0.5
0.5
38.3
10
NA
NA
Y
1
T
INORGANIC
Nickel
7440-02-0
97
0.21
J
47.9
MW-103D
0.5-0.5
0.5
47.9
39
100
NA
Y
1
T
INORGANIC
Selenium
7782-49-2
38
0.22
J
10.6
GWA-10S
0.5-0.5
0.5
10.6
10
20
NA
Y
1
T
INORGANIC
Sodium
7440-23-5
95
2540
J
35900
MW-102S
5000 - 5000
5000
35900
NA
NA
NA
Y
4
T
INORGANIC
Strontium
7440-24-6
100
5.7
940
AB-2D
5-5
5
940
1200
NA
NA
N
2
T
INORGANIC
IThallium
7440-28-0
55
0.017
J+
3.6
MW-103D
0.1 - 0.5
0.5
3.6
0.02
NA
0.2
Y
1
T
INORGANIC
lVanadium
7440-62-2
72
0.29
J
47.2
AB-2S
1 - 1
1
47.2
8.6
NA
0.3
Y
1
T
INORGANIC
jZinc
7440-66-6
77
2.7
J+
48
MW-102S
10-10
10
48
600
1000
NA
N
2
Notes:
All units are in ug/L
The applicable criteria for chromium III was input as a surrogate for chromium total when none was available.
The speciation data for chromium was not available.
(1) Maximum concentration. If contaminant was not detected, reporting limit (RL) was entered per 15A NCAC 02L.
(2) USEPA Regional Screening Level Generic Tables, Residential Tapwaters, June 2015. http://www.epa.gov/reg3hwmd/risk/human/rb-concentration_table/Generic_Tables/index.htm
Target Risk = 1 E-06 and Target Hazard Quotient = 0.1
(3) North Carolina 15A NCAC 02L .0202 Groundwater Standards, Effective April 1, 2013. http://portal.ncdenr.org/web/wq/ps/csu/gwstandards
(4) North Carolina Interim Maximum Allowable Concentrations (IMAC) http://portal.ncdenr.org/web/wq/ps/csu/gwstandards
(5) Rationale for Selection/Deletion:
1 - Contaminant concentration exceeds screening value.
2 - Contaminant concentration and RL are less than screening value.
3 - Contaminant was not found in concentrations exceeding the screening value; however the RL exceeds the screening value.
4 - Contaminant was found in concentrations exceeding its RL; however, there is no current screening value for the contaminant.
5 - Contaminant was not found in concentrations exceeding its RL; however, there is no current screening value for the contaminant.
6 - Contaminant concentration was nondetect and set to equal the RL; there is no current screening value for the contaminant.
Qualifiers:
J - Estimated Concentration
J+ - Concentration Biased High
- No Qualifier
Abbreviations:
CASRN - Chemical Abstract Service Registry Number
COPC - Contaminant of Potential Concern
GWQS - Groundwater Quality Standards
IMAC - Interim Maximum Allowable Concentrations
NA - No Criteria/Not Applicable
ND - Not Detected
Q - Data Qualifier
RL - Reporting Limit
RSL - Regional Screening Level
USEPA - United States Environmental Protection Agency
Belews Creek Steam Station
Page 1 of 1

Table 12-2. Selection of Human Health COPCs - Soil
Total or
Dissolved
IT or D)
Contaminant
Group
Contaminant
CASRN
Frequency of
Detection
N
Range
of Detection
Range of
Detection
Limits
Maximum
Reporting
Limit
Concentration
Used for
Screening
(1)
USEPA
Industrial Soils
RSL
(2)
Soil COPC?
(Y/N)
Rationale for
Selection or
Deletion
(3)
Minimum
Detected
Concentration
Q
Maximum
Detected
Concentration
Q
Location of
Maximum
Detected
Concentration
T
INORGANIC
Aluminum
7429-90-5
100
2050
29900
-
GWA-11 D
5.7 - 41.6
41.6
29900
110000
N
2
T
INORGANIC
Antimony
7440-36-0
0
ND
ND
-
ND
2.8 - 8.3
8.3
8.3
47
N
2
T
INORGANIC
Arsenic
7440-38-2
61
1.6
J
128
-
AB-1S
2.8 - 8.3
8.3
128
3
Y
1
T
INORGANIC
Barium
7440-39-3
100
18.6
620
J-
GWA-9GTB
0.57 - 4.2
4.2
620
22000
N
2
T
INORGANIC
Beryllium
7440-41-7
97
0.22
J
9.1
-
GWA-11 D
0.06 - 0.42
0.42
9.1
230
N
2
T
INORGANIC
Boron
7440-42-8
43
4
30.5
J-
GWA-9GTB
2.8 - 72.1
72.1
30.5
23000
N
2
T
INORGANIC
Cadmium
7440-43-9
2
0.22
J
0.22
J
GWA-6S
0.33 - 1
1
0.22
98
N
2
T
INORGANIC
Chromium (Total)
7440-47-3
93
0.63
J+
54.6
J-
GWA-9GTB
0.28 - 2.1
2.1
54.6
180000
N
2
T
INORGANIC
Cobalt
7440-48-4
84
2.2
J
161
-
SB-3
2.8 - 8.3
8.3
161
35
Y
1
T
INORGANIC
Copper
7440-50-8
98
0.86
J+
50.2
-
AB-2D
0.28 - 2.1
2.1
50.2
4700
N
2
T
INORGANIC
Iron (Fe)
7439-89-6
100
912
45800
-
GWA-11 D
2.3 - 25.8
25.8
45800
82000
N
2
T
INORGANIC
Lead
7439-92-1
98
3.7
J
45.8
-
GWA-2D
2.8 - 8.3
8.3
45.8
800
N
2
T
INORGANIC
Manganese (Mn)
7439-96-5
100
18.5
1390
-
AB-9S
0.28 - 2.1
2.1
1390
2600
N
2
T
INORGANIC
Mercury
7439-97-6
23
0.0047
J
0.062
-
AB-6D
0.0085 - 0.013
0.013
0.062
4
N
2
T
INORGANIC
Molybdenum
7439-98-7
10
1.3
2.7
J
GWA-2D
0.56 - 4.2
4.2
2.7
580
N
2
T
INORGANIC
Nickel
7440-02-0
87
0.27
J
43.1
GWA-1S
0.28 - 2.1
2.1
43.1
2200
N
2
T
INORGANIC
Selenium
7782-49-2
13
2.3
J
11.3
-
AB-8D
2.8 - 8.3
8.3
11.3
580
N
2
T
INORGANIC
Sodium
7440-23-5
13
37.8
J
228
J
GWA-8D
55.5 - 416
416
228
NA
Y
5
T
INORGANIC
Strontium
7440-24-6
67
0.86
29.5
-
AB-8D
0.56 - 6.4
6.4
29.5
70000
N
2
T
INORGANIC
Thallium
7440-28-0
0
ND
I -
ND
-
ND
2.8 - 8.3
8.3
8.3
1.2
Y
3
T
I INORGANIC
IVanadium
7440-62-2
1 95
5.1
1 J
117
J
AB-9S
2.8 - 8.3
8.3
156
580
N
2
T
I INORGANIC
jZinc
7440-66-6
1 100
3.8
1 J
1 163
1 -
I AB-7D
1 1.1 - 8.3
1 8.3
1 163
1 35000
1 N
1 2
Notes:
All units are in mg/kg
The applicable criteria for chromium III was input as a surrogate for chromium total when none was available.
The speciation data for chromium was not available.
(1) Maximum concentration. If contaminant was not detected, reporting limit (RL) was entered.
(2) USEPA Regional Screening Level Generic Tables, Industrial Soil, June 2015. http://www.epa.gov/reg3hwmd/risk/human/rb-concentration_table/Generic_Tables/index.htm
Target Risk = 1 E-06 and Target Hazard Quotient = 0.1
(3) Rationale for Selection/Deletion:
1 - Contaminant concentration exceeds screening value.
2 - Contaminant concentration and RL are less than screening value.
3 - Contaminant was not found in concentrations exceeding the screening value; however the RL exceeds the screening value.
4 - Contaminant was found in concentrations exceeding its RL; however, there is no current screening value for the contaminant.
5 - Contaminant was not found in concentrations exceeding its RL; however, there is no current screening value for the contaminant.
6 - Contaminant concentration was nondetect and set to equal the RL; there is no current screening value for the contaminant.
Qualifiers:
J - Estimated Concentration
J+ - Concentration Biased High
- No Qualifier
Abbreviations:
CASRN - Chemical Abstract Service Registry Number
COPC - Contaminant of Potential Concern
NA - No Criteria/Not Applicable
ND - Not Detected
Q - Data Qualifier
RL - Reporting Limit
RSL - Regional Screening Level
USEPA - United States Environmental Protection Agency
Belews Creek Steam Station
Page 1 of 1

Table 12-3. Selection of Human Health COPCs - Surface Water
Total or
Dissolved
IT or D)
Contaminant
Group
Contaminant
CASRN
Frequency of
Detection
(ado)
Range of Detection
Location of
Maximum
Detected
Concentration
Range of
Detection
Limits
Maximum
Reporting
Limit
Concentration
Used for
Screening
(1)
NC Water
Supply (WS)
WQS & EPA
National WQC
(2)
NC Human
Health (HH)
WQS & EPA
National WQC
(3)
Surface Water
COPC?
(Y/N)
Rationale for
Selection or
Deletion
(4)
Minimum
Detected
Concentration
Q
Maximum
Detected
Concentration
Q
T
INORGANIC
Antimony
7440-36-0
25
0.56
0.56
-
SW-DR-D
0.5-0.5
0.5
0.56
5.6
640
N
2
T
INORGANIC
Arsenic
7440-38-2
100
0.26
J
3.1
-
SW-DR-D
0.5-0.5
0.5
3.1
10
10
N
2
T
INORGANIC
Barium
7440-39-3
100
18
50
-
SW-DR-D
5-5
5
50
1000
200000
N
2
T
INORGANIC
Beryllium
7440-41-7
25
0.12
J
0.12
J
SW-DR-D
0.2-0.2
0.2
0.12
NA
NA
Y
5
T
INORGANIC
Boron
7440-42-8
75
71
7900
-
SW-DR-D
50-50
50
7900
NA
NA
Y
4
T
INORGANIC
Cadmium
7440-43-9
25
0.042
J
0.042
J
SW-DR-D
0.08 - 0.08
0.08
0.042
NA
NA
Y
4
T
INORGANIC
Chromium (Total)
7440-47-3
100
0.36
J
1.7
-
SW-DR-D
0.5-0.5
0.5
1.7
NA
NA
Y
4
T
INORGANIC
Cobalt
7440-48-4
50
0.22
J
1.2
-
SW-DR-D
0.5-0.5
0.5
1.2
3
4
N
2
T
INORGANIC
Copper
7440-50-8
100
0.84
J
1.1
-
SW-BL-D
1 - 1
1
1.1
NA
NA
Y
4
T
INORGANIC
Lead
7439-92-1
75
0.059
J
0.48
-
SW-DR-U
0.1 - 0.1
0.1
0.48
NA
NA
Y
4
T
INORGANIC
Manganese (Mn)
7439-96-5
100
8
240
-
SW-DR-D
5-5
5
240
NA
NA
Y
4
T
INORGANIC
Mercury
7439-97-6
100
0.000505
0.00233
J+
SW-DR-U
0.0005 - 0.0005
0.0005
0.00233
NA
NA
Y
4
T
INORGANIC
Molybdenum
7439-98-7
100
0.14
J
10.1
-
SW-DR-D
0.5-0.5
0.5
10.1
160
2000
N
2
T
INORGANIC
Nickel
7440-02-0
100
0.2
J
1.5
-
SW-DR-D
0.5-0.5
0.5
1.5
25
NA
N
2
T
INORGANIC
Selenium
7782-49-2
75
0.36
J
2.6
-
SW-DR-D
0.5-0.5
0.5
2.6
NA
NA
Y
4
T
INORGANIC
Sodium
7440-23-5
100
3680
J
8190
-
SW-DR-D
5000 - 5000
5000
8190
NA
NA
Y
4
T
INORGANIC
Strontium
7440-24-6
100
38
450
-
SW-DR-D
5-5
5
450
14000
40000
N
2
T
INORGANIC
Thallium
7440-28-0
75
0.016
1 J
0.55
-
SW-DR-D
0.1 - 0.1
0.1
0.55
0.24
0.47
Y
1
T
INORGANIC
Vanadium
7440-62-2
100
0.82
J
3.4
-
SW-DR-D
1 - 1
1
3.4
NA
NA
Y
4
T
INORGANIC
Zinc
7440-66-6
25
2.8
J
2.8
J
SW-DR-D
10-10
10
2.8
NA
NA
Y
5
Notes:
All units are in ug/L
Dissolved concentrations are compared to applicable criteria.
The applicable criteria for chromium III was input as a surrogate for chromium total when none was available.
The speciation data for chromium was not available.
(1) Maximum concentration. If contaminant was not detected, reporting limit (RL) was entered.
(2) 15A NCAC 2B or EPA National Water Quality Criteria (http://portal.ncdenr.org/c/document_library/get_file?uuid=dfc89f23-a372-4782-b3b0-60e6884b1696&groupld=38364)
(3) 15A NCAC 26 or EPA National Water Quality Criteria (http://portal.ncdenr.org/c/document_library/get_file?uuid=dfc89f23-a372-4782-b3b0-60e6884b1696&groupld=38364)
(4) Rationale for Selection/Deletion:
1 - Contaminant concentration exceeds screening value.
2 - Contaminant concentration and RL are less than screening value.
3 - Contaminant was not found in concentrations exceeding the screening value; however the RL exceeds the screening value.
4 - Contaminant was found in concentrations exceeding its RL; however, there is no current screening value for the contaminant.
5 - Contaminant was not found in concentrations exceeding its RL; however, there is no current screening value for the contaminant.
6 - Contaminant concentration was nondetect and set to equal the RL; there is no current screening value for the contaminant.
Qualifiers:
J - Estimated Concentration
J+ - Concentration Biased High
- No Qualifier
Abbreviations:
CASRN - Chemical Abstract Service Registry Number
COPC - Contaminant of Potential Concern
NA - No Criteria/Not Applicable
ND - Not Detected
Q - Data Qualifier
RL - Reporting Limit
WQC - Water Quality Criteria
WQS - Water Quality Standards
Belews Creek Steam Station
Page 1 of 1

Table 12-4. Selection of Human Health COPCs - Sediment
Total or
Dissolved
IT or D)
Contaminant
Group
Contaminant
CASRN
Frequency of
Detection
(ado)
Range of Detection
Location of
Maximum
Detected
Concentration
Range of
Detection
Limits
Maximum
Reporting
Limit
Concentration
Used for
Screening
(1)
USEPA
Resident Soils
RSL
(2)
Sediment
COPC?
(Y/N )
Rationale for
Selection or
Deletion
(3)
Minimum
Detected
Concentration
Q
Maximum
Detected
Concentration
Q
T
INORGANIC
Aluminum
7429-90-5
100
3010
7560
-
SD-DR-D
33.5 - 38.3
38.3
7560
7700
N
2
T
INORGANIC
Antimony
7440-36-0
0
ND
ND
-
ND
6.7 - 7.7
7.7
7.7
3.1
Y
1
T
INORGANIC
Arsenic
7440-38-2
25
5.2
J-
5.2
J-
SD-DR-D
6.7 - 7.7
7.7
5.2
0.67
Y
1
T
INORGANIC
Barium
7440-39-3
100
19.3
70.6
-
SD-DR-D
3.4 - 3.8
3.8
70.6
1500
N
2
T
INORGANIC
Beryllium
7440-41-7
100
0.22
J
0.69
-
SD-DR-D
0.34 - 0.38
0.38
0.69
16
N
2
T
INORGANIC
Boron
7440-42-8
25
13.5
J
13.5
J
SD-DR-D
16.8 - 19.2
19.2
13.5
1600
N
2
T
INORGANIC
Cadmium
7440-43-9
0
ND
ND
ND
0.81 -0.92
0.92
0.92
7
N
2
T
INORGANIC
Chromium (Total)
7440-47-3
100
2.2
16.6
SD-DR-D
1.7 - 1.9
1.9
16.6
12000
N
2
T
INORGANIC
Cobalt
7440-48-4
25
9.3
J-
9.3
J-
SD-DR-D
6.7 - 7.7
7.7
9.3
2.3
Y
1
T
INORGANIC
Copper
7440-50-8
100
3.4
9.1
-
SD-DR-D
1.7 - 1.9
1.9
9.1
310
N
2
T
INORGANIC
Iron (Fe)
7439-89-6
100
4760
13800
-
SD-DR-D
13.4 - 15.3
15.3
13800
5500
Y
1
T
INORGANIC
Lead
7439-92-1
50
4.1
J
6.6
J-
SD-DR-D
6.7 - 7.7
7.7
6.6
400
N
2
T
INORGANIC
Manganese (Mn)
7439-96-5
100
62.2
217
-
SD-DR-D
1.7 - 1.9
1.9
217
180
Y
1
T
INORGANIC
Mercury
7439-97-6
75
0.0075
J
0.011
J
SD-DR-D
0.011 - 0.012
0.012
0.011
0.94
N
2
T
INORGANIC
Molybdenum
7439-98-7
0
ND
ND
-
ND
3.4 - 3.8
3.8
3.8
39
N
2
T
INORGANIC
Nickel
7440-02-0
100
1.4
J
10
-
SD-DR-D
1.7 - 1.9
1.9
10
150
N
2
T
INORGANIC
Selenium
7782-49-2
25
4.3
J-
4.3
J-
SD-DR-D
6.7 - 7.7
7.7
4.3
39
N
2
T
INORGANIC
Sodium
7440-23-5
0
ND
ND
-
ND
335 - 383
383
383
NA
N
6
T
INORGANIC
Strontium
7440-24-6
100
2.2
J
6.6
-
SD-DR-D
3.4 - 3.8
3.8
6.6
4700
N
2
T
INORGANIC
Thallium
7440-28-0
0
ND
ND
-
ND
6.7 - 7.7
7.7
7.7
0.078
Y
3
T
INORGANIC
Vanadium
7440-62-2
100
11
28.5
J-
SD-DR-D
6.7 - 7.7
7.7
28.5
39
N
2
T
I INORGANIC
lZinc
7440-66-6
1 100
1 8.1
40.1
SD-DR-D
6.7 - 7.7
7.7
40.1
2300
1 N
2
Notes:
All units are in mg/kg
The applicable criteria for chromium III was input as a surrogate for chromium total when none was available.
The speciation data for chromium was not available.
(1) Maximum concentration. If contaminant was not detected, reporting limit (RL) was entered.
(2) USEPA Regional Screening Level Generic Tables, Resident Soil, June 2015. http://www.epa.gov/reg3hwmd/risk/human/rb-concentration_table/Generic_Tables/index.htm
Target Risk = 1 E-06 and Target Hazard Quotient = 0.1
(3) Rationale for Selection/Deletion:
1 - Contaminant concentration exceeds screening value.
2 - Contaminant concentration and RL are less than screening value.
3 - Contaminant was not found in concentrations exceeding the screening value; however the RL exceeds the screening value.
4 - Contaminant was found in concentrations exceeding its RL; however, there is no current screening value for the contaminant.
5 - Contaminant was not found in concentrations exceeding its RL; however, there is no current screening value for the contaminant.
6 - Contaminant concentration was nondetect and set to equal the RL; there is no current screening value for the contaminant.
Qualifiers:
J - Estimated Concentration
- No Qualifier
Abbreviations:
CASRN - Chemical Abstract Service Registry Number
COPC - Contaminant of Potential Concern
NA - No Criteria/Not Applicable
ND - Not Detected
Q - Data Qualifier
RL - Reporting Limit
RSL - Regional Screening Level
USEPA - United States Environmental Protection Agency
Belews Creek Steam Station
Page 1 of 1

Table 12-5. Contaminants of Potential Human Health Concern
Contaminant
Group
Contaminant
CASRN
Groundwater
COPC
Rationale for
Selection or
Deletion
Soil
COPC
Rationale for
Selection or
Deletion
Surface Water
COPC
Rationale for
Selection or
Deletion
Sediment
COPC
Rationale for
Selection or
Deletion
INORGANIC
Aluminum
7429-90-5
Y
1
0.271818182
N
--
N
2
INORGANIC
Antimony
7440-36-0
Y
1
0.176595745
N
2
N
Y
1
INORGANIC
Arsenic
7440-38-2
Y
1
42.66666667
Y
2
N
Y
1
INORGANIC
Barium
7440-39-3
Y
1
0.028181818
N
2
N
N
2
INORGANIC
Beryllium
7440-41-7
Y
1
0.039565217
N
5
Y
N
2
INORGANIC
Boron
7440-42-8
Y
1
0.001326087
N
4
Y
N
2
INORGANIC
Cadmium
7440-43-9
Y
1
0.002244898
N
4
Y
N
2
INORGANIC
Chromium (Total)
7440-47-3
Y
1
0.000303333
N
4
Y
N
2
INORGANIC
Cobalt
7440-48-4
Y
1
4.6
Y
2
N
Y
1
INORGANIC
Copper
7440-50-8
N
2
0.010680851
N
4
Y
N
2
INORGANIC
Iron (Fe)
7439-89-6
Y
1
0.558536585
N
--
Y
1
INORGANIC
Lead
7439-92-1
N
2
0.05725
N
4
Y
N
2
INORGANIC
Manganese (Mn)
7439-96-5
Y
1
0.534615385
N
4
Y
Y
1
INORGANIC
Mercury
7439-97-6
Y
1
0.0155
N
4
Y
N
2
INORGANIC
Molybdenum
7439-98-7
Y
1
0.004655172
N
2
N
N
2
INORGANIC
Nickel
7440-02-0
Y
1
0.019590909
N
2
N
N
2
INORGANIC
Selenium
7782-49-2
Y
1
0.019482759
N
4
Y
N
2
INORGANIC
Sodium
7440-23-5
Y
4
Y
4
Y
N
6
INORGANIC
Strontium
7440-24-6
N
2
0.000421429
N
2
N
N
2
INORGANIC
Thallium
7440-28-0
Y
1
6.916666667
Y
1
Y
Y
3
INORGANIC
Titanium
7440-32-6
--
--
--
--
INORGANIC
Vanadium
7440-62-2
Y
1
0.268965517
N
4
Y
N
2
INORGANIC
Zinc
7440-66-6
N
2
0.004657143
N
5
Y
N
2
Notes:
-- indicates analyte / dissolved analyte was not analyzed or provided by the laboratory.
Rationale for Selection/Deletion:
1 - Contaminant concentration exceeds screening value.
2 - Contaminant concentration and RL are less than screening value.
3 - Contaminant was not found in concentrations exceeding the screening value; however the RL exceeds the screening value.
4 - Contaminant was found in concentrations exceeding its RL; however, there is no current screening value for the contaminant.
5 - Contaminant was not found in concentrations exceeding its RL; however, there is no current screening value for the contaminant.
6 - Contaminant concentration was nondetect and set to equal the RL; there is no current screening value for the contaminant.
Abbreviations:
CASRN - Chemical Abstract Service Registry Number
COPC - Contaminant of Potential Concern
Belews Creek Steam Station
Page 1 of 1

Table 12-6. Selection of Ecological COPCs - Soil
Total or
Dissolved
(Tor D)
Contaminant
Group
Contaminant
CASRN
Frequency of
Detection
Range
of Detection
Range of
Detection
Limits
Maximum
Reporting
Limit
Concentration
Used for
Screening
(1)
EPA Region IV
Soil ESV
(2)
Screening
Hazard
Quotient
(3)
Soil COPC?
(Y/N)
Contaminant
Category
(4)
Minimum
Detected
Concentration
Q
Maximum
Detected
Concentration
Q
Location of
Maximum
Detected
Concentration
T
INORGANIC
Aluminum
7429-90-5
100
2050
29900
-
GWA-11D
5.7 - 41.6
41.6
29900
50
5.98E+02
Y
1
T
INORGANIC
Antimony
7440-36-0
0
ND
ND
-
ND
2.8 - 8.3
8.3
8.3
3.5
2.37E+00
Y
2
T
INORGANIC
Arsenic
7440-38-2
61
1.6
J
128
-
AB-1S
2.8 - 8.3
8.3
128
10
1.28E+01
Y
1
T
INORGANIC
Barium
7440-39-3
100
18.6
-
620
J-
GWA-9GTB
0.57 - 4.2
4.2
620
165
3.76E+00
Y
1
T
INORGANIC
Beryllium
7440-41-7
97
0.22
J
9.1
-
GWA-11 D
0.06 - 0.42
0.42
9.1
1.1
8.27E+00
Y
1
T
INORGANIC
Boron
7440-42-8
43
4
-
30.5
J-
GWA-9GTB
2.8 - 72.1
72.1
30.5
0.5
6.10E+01
Y
1
T
INORGANIC
Cadmium
7440-43-9
2
0.22
J
0.22
J
GWA-6S
0.33 - 1
1
0.22
1.6
1.38E-01
N
NC
T
INORGANIC
Chromium (Total)
7440-47-3
93
0.63
J+
54.6
J-
GWA-9GTB
0.28 - 2.1
2.1
54.6
0.4
1.37E+02
Y
1
T
INORGANIC
Cobalt
7440-48-4
84
2.2
J
161
-
SB-3
2.8 - 8.3
8.3
161
20
8.05E+00
Y
1
T
INORGANIC
Copper
7440-50-8
98
0.86
J+
50.2
-
AB-2D
0.28 - 2.1
2.1
50.2
40
1.26E+00
Y
1
T
INORGANIC
Iron (Fe)
7439-89-6
100
912
-
45800
-
GWA-11D
2.3 - 25.8
25.8
45800
200
2.29E+02
Y
1
T
INORGANIC
Lead
7439-92-1
98
3.7
J
45.8
-
GWA-2D
2.8 - 8.3
8.3
45.8
50
9.16E-01
N
NC
T
INORGANIC
Manganese (Mn)
7439-96-5
100
18.5
-
1390
-
AB-9S
0.28 - 2.1
2.1
1390
100
1.39E+01
Y
1
T
INORGANIC
Mercury
7439-97-6
23
0.0047
J
0.062
-
AB-6D
0.0085 - 0.013
0.013
0.062
0.1
6.20E-01
N
NC
T
INORGANIC
Molybdenum
7439-98-7
10
1.3
-
2.7
J
GWA-2D
0.56 - 4.2
4.2
2.7
2
1.35E+00
Y
1
T
INORGANIC
Nickel
7440-02-0
87
0.27
J
43.1
-
GWA-1S
0.28 - 2.1
2.1
43.1
30
1.44E+00
Y
1
T
INORGANIC
Selenium
7782-49-2
13
2.3
J
11.3
-
AB-8D
2.8 - 8.3
8.3
11.3
0.81
1.40E+01
Y
1
T
INORGANIC
Sodium
7440-23-5
13
37.8
J
228
J
GWA-8D
55.5 - 416
416
228
NA
NA
Y
4
T
INORGANIC
Strontium
7440-24-6
67
0.86
-
29.5
AB-8D
0.56 - 6.4
6.4
29.5
NA
NA
Y
3
T
INORGANIC
Thallium
7440-28-0
0
ND
-
ND
ND
2.8 - 8.3
8.3
8.3
1
8.30E+00
Y
2
T
INORGANIC
Vanadium
7440-62-2
95
5.1
J
117
J
AB-9S
2.8 - 8.3
8.3
117
2
5.85E+01
Y
1
T
INORGANIC
Zinc
7440-66-6
100
3.8
J
163
-
AB-7D
1.1 -8.3
8.3
163
50
3.26E+00
Y
1
Notes:
All units are in mg/kg.
(1) Maximum concentration. If contaminant was not detected, maximum reporting limit (RL) was input per NC SLERA Guidance.
(2) Based on US EPA's Region 4 Water Quality Management Division, Water Quality Standards Unit's Screening List (http://www.epa.gov/region4/superfund/images/allprogrammedia/pdfs/tsstablesoilvalues.pdf).
(3) Screening Hazard Quotient (HQ) = Concentration Used for Screening / EPA Region IV ESV.
(4) Contaminant Categories:
1 - Contaminant is found in concentrations exceeding its screening value.
2 - Contaminant was not found in concentrations exceeding the RL; however, the RL exceed its screening value.
3 - Contaminant was found in concentrations exceeding its RL; however, there is no current screening value for the contaminant.
4 - Contaminant was not found in concentrations exceeding the RL and there is no current screening value for the contaminant.
Qualifiers:
J - Estimated Concentration
J+ - Concentration Biased High
J- - Concentration Biased Low
- No Qualifier
Abbreviations:
CASRN - Chemical Abstract Service Registry Number
COPC - Contaminant of Potential Concern
ESV - Ecological Screening Value
NA - No Criteria/Not Applicable
NC - No Contaminant Category
ND - Not Detected
Q - Data Qualifier
RL - Reporting Limit
SLERA - Screening Level Ecological Risk Assessment
Belews Creek Steam Station
Page 1 of 1

Table 12-7. Selection of Ecological COPCs - Freshwater
Total or
Dissolved
(T or D)
Contaminant
Group
Contaminant
CASRN
Frequency of
Detection
Range
of Detection
Location of
Maximum
Detected
Concentration
Range of
Detection
Limits
Maximum
Reporting Limit
Concentration
Used for
Screening
(1)
EPA Region IV
SW CSV
(2)
Screening
Hazard
Quotient
(3)
NC Freshwater
Aquatic Life
WQS & EPA
National WQC
(4)
Exceed
NCWQS?
(Y/N)
Freshwater
COPC?
(Y/N)
Contaminant
Category
(5)
Minimum
Detected
Concentration
Q
Maximum
Detected
Concentration
Q
D
INORGANIC
Antimony
7440-36-0
25
0.51
0.51
SW-DR-D
0.5-0.5
0.5
0.51
160
3.19E-03
NA
NA
N
NC
D
INORGANIC
Arsenic
7440-38-2
100
0.21
J
2.8
SW-DR-D
0.5-0.5
0.5
2.8
190
1.47E-02
150
N
N
NC
D
INORGANIC
Barium
7440-39-3
100
16
49
SW-DR-D
5-5
5
49
NA
NA
NA
NA
Y
3
D
INORGANIC
Beryllium
7440-41-7
0
ND
ND
ND
0.2-0.2
0.2
0.2
0.53
3.77E-01
6.5
N
N
NC
D
INORGANIC
Boron
7440-42-8
75
73
8100
SW-DR-D
50 - 50
50
8100
750
1.08E+01
NA
NA
Y
1
D
INORGANIC
Cadmium
7440-43-9
0
ND
ND
ND
0.08-0.08
0.08
0.08
0.66
1.21E-01
0.15
N
N
NC
D
INORGANIC
Chromium (Total)
7440-47-3
100
0.18
J
0.62
SW-DR-U
0.5-0.5
0.5
0.62
117.32
5.28E-03
24
N
N
NC
D
INORGANIC
Cobalt
7440-48-4
25
0.98
0.98
SW-DR-D
0.5-0.5
0.5
0.98
NA
NA
NA
NA
Y
3
D
INORGANIC
Copper
7440-50-8
100
0.69
J
8.7
SW-BL-D
1 - 1
1
8.7
6.54
1.33E+00
2.7
Y
Y
1,5
D
INORGANIC
Lead
7439-92-1
75
0.14
0.83
SW-BL-D
0.1 -0.1
0.1
0.83
1.32
6.29E-01
0.54
Y
Y
5
D
INORGANIC
Manganese (Mn)
7439-96-5
75
2.7
J
220
SW-DR-D
5-5
5
220
NA
NA
NA
NA
Y
3
D
INORGANIC
Molybdenum
7439-98-7
100
0.16
J
10.2
SW-DR-D
0.5-0.5
0.5
10.2
NA
NA
NA
NA
Y
3
D
INORGANIC
Nickel
7440-02-0
100
0.17
J+
0.99
SW-DR-D
0.5-0.5
0.5
0.99
87.71
1.13E-02
16
N
N
NC
D
INORGANIC
Selenium
7782-49-2
75
0.3
J
2.4
SW-DR-D
0.5-0.5
0.5
2.4
5
4.80E-01
5
N
N
NC
D
INORGANIC
Strontium
7440-24-6
1 100
39
460
SW-DR-D
5-5
1 5
1 460
NA
NA
NA
NA
Y
3
D
INORGANIC
Thallium
7440-28-0
75
0.017
J
0.53
SW-DR-D
0.1 - 0.1
0.1
0.53
4
1.33E-01
NA
NA
N
NC
D
INORGANIC
Vanadium
7440-62-2
75
0.73
J
2.7
SW-DR-D
1 - 1
1
2.7
NA
NA
NA
NA
Y
3
D
INORGANIC
Zinc
7440-66-6
75
2.6
J
15
SW-DR-D
10 - 10
10
15
58.91
2.55E-01
36
N
N
NC
Notes:
All units are in ug/L.
Dissolved concentrations are compared to applicable criteria.
The applicable criteria for chromium III was input as a surrogate for chromium total when none was available.
The EPA Region IV CSV for arsenic III was input as a surrogate for arsenic total since none was available.
(1) Maximum concentration. If contaminant was not detected, maximum reporting limit (RL) was input per NC SLERA Guidance.
(2) Based on US EPA's Region 4 Water Quality Management Division, Water Quality Standards Unit's Screening List - Chronic Screening Values (http://www.epa.gov/region4/superfund/programs/riskassess/ecolbul.html#tbll ).
(3) Screening Hazard Quotient = Concentration Used for Screening / EPA Region IV CSV.
(4) 15A NCAC 2B or EPA National Criteria (http://portal.ncdenr.org/c/document_library/get_file?uuid=dfc89f23-a372-4782-b3b0-60e6884b1696&groupld=38364)
The minimum of the 15A NCAC 2B Freshwater Aquatic Life was input.
Based on surface water classification (WS-IV, B and C) and other factors, Saltwater Aquatic Life, Water Supply, Human Health, Trout Waters, High Quality Waters and Swamp Waters are not applicable.
(5) Contaminant Categories:
1 - Contaminant is found in concentrations exceeding its screening value.
2 - Contaminant was not found in concentrations exceeding the RL; however, the RL exceed its screening value.
3 - Contaminant was found in concentrations exceeding its RL; however, there is no current screening value for the contaminant.
4 - Contaminant was not found in concentrations exceeding the RL and there is no current screening value for the contaminant.
5 - Contaminant's RL or maximum concentration exceeds the NC Water Quality Criteria.
Qualifiers:
J - Estimated Concentration
J+- Concentration Biased High
- No Qualifier
Abbreviations:
CASRN - Chemical Abstract Service Registry Number
COPC - Contaminant of Potential Concern
CSV - Chronic Screening Value
NA - No Criteria/Not Applicable
NC - No Contaminant Category
ND - Not Detected
NCWQS - North Carolina Water Quality Standard
Q - Data Qualifier
RL - Reporting Limit
SLERA - Screening Level Ecological Risk Assessment
WQC - Water Quality Criteria
WQS - Water Quality Standards
Belews Creek Steam Station
Page 1 of 1

Table 12-8. Selection of Ecological COPCs - Sediment
Total or
Dissolved
(T or D)
Contaminant
Group
Contaminant
CASRN
Frequency of
Detection
Range
of Detection
Location of
Maximum Detected
Concentration
Range of
Detection
Limits
Maximum
Reporting Limit
Concentration
Used for
Screening
(1)
EPA Region IV
Sediment
Effects Value
(2)
Screening
Hazard
Quotient
(3)
Sediment
COPC?
(Y/N)
Contaminant
Category
(5)
Minimum
Detected
Concentration
Q
Maximum
Detected
Concentration
Q
T
INORGANIC
Aluminum
7429-90-5
100
3010
7560
SD-DR-D
33.5 - 38.3
38.3
7560
NA
NA
Y
3
T
INORGANIC
Antimony
7440-36-0
0
ND
ND
ND
6.7 - 7.7
7.7
7.7
12
6.42E-01
N
NC
T
INORGANIC
Arsenic
7440-38-2
25
5.2
J-
5.2
J-
SD-DR-D
6.7 - 7.7
7.7
5.2
7.24
7.18E-01
Y
2
T
INORGANIC
Barium
7440-39-3
100
19.3
70.6
SD-DR-D
3.4 - 3.8
3.8
70.6
NA
NA
Y
3
T
INORGANIC
Beryllium
7440-41-7
100
0.22
J
0.69
SD-DR-D
0.34 - 0.38
0.38
0.69
NA
NA
Y
3
T
INORGANIC
Boron
7440-42-8
25
13.5
J
13.5
J
SD-DR-D
16.8 - 19.2
19.2
13.5
NA
NA
Y
4
T
INORGANIC
Cadmium
7440-43-9
0
ND
ND
ND
0.81 -0.92
0.92
0.92
1
9.20E-01
N
NC
T
INORGANIC
Chromium (Total)
7440-47-3
100
2.2
16.6
SD-DR-D
1.7 - 1.9
1.9
16.6
52.3
3.17E-01
N
NC
T
INORGANIC
Cobalt
7440-48-4
25
9.3
J-
9.3
J-
SD-DR-D
6.7 - 7.7
7.7
9.3
NA
NA
Y
3
T
INORGANIC
Copper
7440-50-8
100
3.4
9.1
SD-DR-D
1.7 - 1.9
1.9
9.1
18.7
4.87E-01
N
NC
T
INORGANIC
Iron (Fe)
7439-89-6
100
4760
13800
SD-DR-D
13.4 - 15.3
15.3
13800
NA
NA
Y
3
T
INORGANIC
Lead
7439-92-1
50
4.1
J
6.6
J-
SD-DR-D
6.7 - 7.7
7.7
6.6
30.2
2.19E-01
N
NC
T
INORGANIC
Manganese (Mn)
7439-96-5
100
62.2
217
SD-DR-D
1.7 - 1.9
1.9
217
NA
NA
Y
3
T
INORGANIC
Mercury
7439-97-6
75
0.0075
J
0.011
J
SD-DR-D
0.011 - 0.012
0.012
0.011
0.13
8.46E-02
N
NC
T
INORGANIC
Molybdenum
7439-98-7
0
ND
ND
ND
3.4 - 3.8
3.8
3.8
NA
NA
Y
4
T
INORGANIC
Nickel
7440-02-0
100
1.4
J
10
SD-DR-D
1.7 - 1.9
1.9
10
15.9
6.29E-01
N
NC
T
INORGANIC
Selenium
7782-49-2
25
4.3
J-
4.3
J-
SD-DR-D
6.7 - 7.7
7.7
4.3
NA
NA
Y
4
T
INORGANIC
Sodium
7440-23-5
0
ND
ND
ND
335 - 383
383
383
NA
NA
Y
4
T
INORGANIC
Strontium
7440-24-6
100
2.2
J
6.6
SD-DR-D
3.4 - 3.8
3.8
6.6
NA
NA
Y
3
T
INORGANIC
Thallium
7440-28-0
0
ND
ND
ND
6.7 - 7.7
7.7
7.7
NA
NA
Y
4
T
INORGANIC
Vanadium
7440-62-2
100
11
28.5
J-
SD-DR-D
6.7 - 7.7
7.7
28.5
1 NA
NA
Y
3
T
INORGANIC
jZinc
7440-66-6
100
1 8.1
40.1
SD-DR-D
6.7 - 7.7
1 7.7
40.1
1 124
3.23E-01
N
NC
Notes:
All units are in mg/kg.
(1) Maximum concentration. If contaminant was not detected, maximum reporting limit (RL) was input per NC SLERA Guidance.
(2) Ecological Risk Assessment Bulletins --Supplement to RAGS, Table 3 Sediment Screening Values (http://www.epa.gov/region4/superfund/programs/riskassess/ecolbul.html#tbl3)
The sediment ecological screening value is determined using the maximum of the practical quantitation limit (PQL) and the Effects Value; since no laboratory -specific PQLs are provided, the Effects Value was applied as the criterion.
(3) Screening Hazard Quotient (HQ) = Concentration Used for Screening / EPA Region IV Sediment Effects Value.
(4) Contaminant Categories:
1 - Contaminant is found in concentrations exceeding its screening value.
2 - Contaminant was not found in concentrations exceeding the RL; however, the RL exceed its screening value.
3 - Contaminant was found in concentrations exceeding its RL; however, there is no current screening value for the contaminant.
4 - Contaminant was not found in concentrations exceeding the RL and there is no current screening value for the contaminant.
Qualifier:
J - Estimated Concentration
J+ - Concentration Biased High
J- - Concentration Biased Low
- No Qualifier
Abbreviations:
CASRN - Chemical Abstract Service Registry Number
COPC - Contaminant of Potential Concern
NA - No Criteria/Not Applicable
NC - No Contaminant Category
ND - Not Detected
PQL - Practical Quantitation Limit
Q - Data Qualifier
RL - Reporting Limit
SLERA - Screening Level Ecological Risk Assessment
SQL - Sample Quantitation Limit
Belews Creek Steam Station
Page 1 of 1

Table 12-9. Contaminants of Potential Ecological Concern
Contaminant
Group
Contaminant
CASRN
Soil
COPC
Soil
Contaminant
Category
Freshwater
COPC
Freshwater
Contaminant
Category
Sediment
COPC
Sediment
Contaminant
Category
INORGANIC
Aluminum
7429-90-5
598
Y
--
--
Y
3
INORGANIC
Antimony
7440-36-0
2.371428571
Y
N
NC
N
NC
INORGANIC
Arsenic
7440-38-2
12.8
Y
N
NC
Y
2
INORGANIC
Barium
7440-39-3
3.757575758
Y
Y
3
Y
3
INORGANIC
Beryllium
7440-41-7
8.272727273
Y
N
NC
Y
3
INORGANIC
Boron
7440-42-8
61
Y
Y
1
Y
4
INORGANIC
Cadmium
7440-43-9
0.1375
N
N
NC
N
NC
INORGANIC
Chromium (Total)
7440-47-3
136.5
Y
N
NC
N
NC
INORGANIC
Cobalt
7440-48-4
8.05
Y
Y
3
Y
3
INORGANIC
Copper
7440-50-8
1.255
Y
Y
1,5
N
NC
INORGANIC
Iron (Fe)
7439-89-6
229
Y
--
--
Y
3
INORGANIC
Lead
7439-92-1
0.916
N
Y
5
N
NC
INORGANIC
Manganese (Mn)
7439-96-5
13.9
Y
Y
3
Y
3
INORGANIC
Mercury
7439-97-6
0.62
N
--
--
N
NC
INORGANIC
Molybdenum
7439-98-7
1.35
Y
Y
3
Y
4
INORGANIC
Nickel
7440-02-0
1.436666667
Y
N
NC
N
NC
INORGANIC
Selenium
7782-49-2
13.95061728
Y
N
NC
Y
4
INORGANIC
Sodium
7440-23-5
NA
Y
--
--
Y
4
INORGANIC
Strontium
7440-24-6
NA
Y
Y
3
Y
3
INORGANIC
Thallium
7440-28-0
8.3
Y
N
NC
Y
4
INORGANIC
Vanadium
7440-62-2
58.5
1 Y
I Y
1 3
1 Y
1 3
INORGANIC
jZinc
7440-66-6
3.26
1 Y
I N
I NC
I N
I NC
Notes:
-- indicates dissolved analyte was not analyzed or provided by the laboratory.
Contaminant Categories:
1 - Contaminant is found in concentrations exceeding its screening value.
2 - Contaminant was not found in concentrations exceeding the RL, however, the RL exceed its screening value.
3 - Contaminant was found in concentrations exceeding its RL, however, there is no current screening value for the contaminant.
4 - Contaminant was not found in concentrations exceeding the RL and there is no current screening value for the contaminant.
5 - Contaminant's RL or maximum concentration exceeds the NC Water Quality Standards.
Abbreviations:
CASRN - Chemical Abstract Service Registry Number
COPC - Contaminant of Potential Concern
NC - Category not applicable because contaminant was not determined to be a COPC.
Belews Creek Steam Station
Page 1 of 1

Table 12-10. Threatened and Endangered Species in Stokes County
Species
Protection
Status
Federal
County
StatusFederal
�
Common Name
Scientific Name
State
Federal
Record
(USFWS
Record
Habitat Requirements
�
Status
�
Status
h
Raleigh
g
2
Status
Field
Status
Office) 2
Vertebrate
American
Falco peregrinus
Peregrine Falcon
anatum (syn. Falco
E
--
Historical
--
peregrinus)
Jumprock
o ma
MoxoBigeye
T
--
Current
--
Dan drainage
m riommu
anom
Dan drainage
Blue Ridge Sculpin
Cottus
Sc
--
Current
--
--
caeruleomentum
Exoglossum
--
--
--
Cutlip Minnow
Sc
Current
streams of Dan River system
maxillingua
Current
pools, bogs, and other wetlands in hardwood
Four -toed
Hemidactylium
Sc
--
__
Salamander
scutatum
Orconectes
--
Current
--
forests
North Carolina
Sc
--
rivers and streams in the Chowan, Roanoke,
Spiny Crayfish
carolinensis
Probable/
Neuse, and Tar drainages
Northern long-
Myotis
T
_
eared bat
septentrionalis
Potential
--
--
--
Dan drainage
Orangefin madtom
Noturus gilberti
--
Current
FSC
Current
Orangefin Madtom
Noturus gilberti
E
FSC
--
Riverweed Darter
Etheostoma
--
Current
--
large streams in Dan River system
Sc
--
podostemone
Thoburnia hamiltoni
FSC
Current
Rustyside Sucker
E
FSC
Current
Dan drainage
wetland forests in the Coastal Plain; rocky,
Timber Rattlesnake
Crotalus horridus
Sc
--
Current
__
upland forests elsewhere [NHP tracking only
den/hibernacula sites and selected isolated
populations]
Wehrle's
Plethodon wehrlei
T
--
Current
upland forests (low mountains near Virginia
Salamander
border)
Invertebrate
Diana fritillary
Speyeria diana
--
--
FSC
Current
--
(butterfly)
Lasmigona subviridis
E
FSC
Current
Roanoke, Tar, Neuse and Yadkin --Pee Dee
Green floater
FSC
Current
drainages; New and Watauga drainages
James
Spinymussel
Pleurobema collina
E
E
--
Current
E
Current
Dan and Mayo rivers
--
Margarita River
Macromia margarita
--
FSC
Current
skimmer
Sc
__
__
Notched Rainbow
Villosa constricta
--
Current
Roanoke, Tar, Neuse, Yadkin --Pee Dee, and
Catawba drainages
Vascular Plant
Alabama Grape-
Sceptridium jenmanii
SC-V
--
Historical
--
moist woods
fern
Thermopsis mollis
SC-V
Current
dry ridges and open woodlands
Appalachian
Golden -banner
--
--
--
Ash -leaved Golden-
Thermopsis
SC-V
--
Current
--
dry ridges
banner
fraxinifolia
Quercus ilicifolia
E
Bear Oak
--
Current
__
__
dry summits and rocky woods on Piedmont
Juglans cinerea
--
--
--
FSC
Historic
monadnocks
--
_
Butternut
Crocanthemum
T
--
Current
--
--
Creeping Sunrose
rock outcrops, glades
propinquum
Chelone cuthbertii
SC-V
FSC
Current
FSC
Current
bogs
Cuthbert's
Turtlehead
Greenland
Mononeuria
Sandwort
groenlandica (syn.
T
--
Current
--
--
high elevation and low elevation rocky summits
Minuartia
Indian Physic
Gillenia stipulata
T
--
Current
forests and open woods, mainly over mafic rocks
Jacob's Ladder
Polemonium reptans
T
--
Historical
moist, nutrient -rich forests such as bottomlands
var. reptans
and rich slopes
Mountain
Cardamine
T
--
Current
--
--
seeps, banks of mountain brooks
Watercress
rotundifolia
floodplains
Northern Cup -plant
Silphium perfoliatum
Liatris aspera
Helianthus
T
--
Current
Rough Blazing -star
T
--
Current
--
E
--
glades, open woods, fens
Schweinitz's
E
E
Current
Current
open woods, roadsides, and other rights -of -way
Sunflower
schweinitzii
Spiraea corymbosa
--
Current
Shinyleaf
E
--
open woods, thin soil over rock
Meadowsweet
Cardamine
E
E
Current
E
Current
Small-anthered
seeps, streamside sandbars, and floodplain
Bittercress
micranthera
Monotropsis odorata
depressions
Sweet Pinesap
SC-V
FSC
Current
FSC
Current
dry forests and bluffs
SC-V
--
Virginia Cup -plant
Silphium connatum
Current
floodplains, rich alluvial woods
Notes:
1 State Status, Federal Status, County Record Status and Habitat Requirements obtained from North Carolina Department of Environment and Natural
Resources, Natural Heritage Program website, http://portal.ncdenr.org/web/nhp/database-search
2 Federal (USFWS Raleigh Field Office) Status and Federal Record Status obtained from U.S. Fish & Wildlife Service, Endangered Species, Threatened
Species, Federal Species of Concern and Candidate Species website, http://www.fws.gov/raleigh/species/cntylist/nc_counties.html
Belews Creek Steam Station
Page 1 of 3

Table 12-10. Threatened and Endangered Species in Stokes County
Definitions of Federal Status Codes:
E = Endangered
A taxon "in danger of extinction throughout all or a significant portion of its range."
T = Threatened
A taxon "likely to become endangered within the foreseeable future throughout all or a
significant portion of its range."
C = Candidate
A taxon under consideration for official listing for which there is sufficient information
to support listing. (Formerly "C1" candidate species.)
BGPA = Bald and Golden
See below.
Eagle Protection Act.
FSC = Federal Species of
FSC is an informal term. It is not defined in the federal Endangered Species Act. In
Concern
North Carolina, the Asheville and Raleigh Field Offices of the US Fish and Wildlife
Service (Service) define Federal Species of Concern as those species that appear to
be in decline or otherwise in need of conservation and are under consideration for
listing or for which there is insufficient information to support listing at this time.
Subsumed under the term "FSC' are all species petitioned by outside parties and
other selected focal species identified in Service strategic plans. State Wildlife Action
Plans or Natural Heritage Program Lists.
T(S/A) = Threatened due
A taxon that is threatened due to similarity of appearance with another listed species
to Similarity of Appearance
and is listed for its protection. Taxa listed as T(S/A) are not biologically endangered or
threatened and are not subject to Section 7 consultation. See below.
EXP = Experimental
A taxon listed as experimental (either essential or nonessential). Experimental,
Population
nonessential populations of endangered species (e.g., red wolf) are treated as
threatened species on public land, for consultation purposes, and as species
proposed for listing on private land.
P = Proposed
Taxa proposed for official listing as endangered or threatened will be noted as "PE" or
"PT", respectively.
Definitions of Federal Status Codes cont.:
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and removed (de-
listed) from the Federal List of Threatened and Endangered wildlife. This delisting took effect August 8, 2007. After
delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) becomes the primary law
protecting bald eagles. The Eagle Act prohibits take of bald and golden eagles and provides a statutory definition
of "take" that includes "disturb". The USFWS has developed National Bald Eagle Management Guidelines to
provide guidance to land managers, landowners, and others as to how to avoid disturbing bald eagles. For more
information, visit http://www.fws.gov/migratorybirds/baldeagle.htm
In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog turtle (from New
York south to Maryland) was listed as T (threatened), and the southern population (from Virginia south to Georgia)
was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the collection and
interstate and international commercial trade of bog turtles from the southern population. The T(S/A) designation
has no effect on land management activities by private landowners in North Carolina, part of the southern
population of the species. In addition to its official status as T(S/A), the U.S. Fish and Wildlife Service considers
the southern population of the bog turtle as a Federal species of concern due to habitat loss.
Definitions of Federal Record Status:
Current
The species has been observed in the county within the last 50 years.
Historic
The species was last observed in the county more than 50 years ago.
Obscure
The date and/or location of observation is uncertain.
Incidental/migrant
The species was observed outside of its normal range or habitat.
Probable/potential
The species is considered likely to occur in this county based on the proximity of
known records (in adjacent counties), the presence of potentially suitable habitat, or
both.
Belews Creek Steam Station
Page 2 of 3

Table 12-10. Threatened and Endangered Species in Stokes County
Definition of State Codes:
Code/Status
Definition
E = Endangered
Any native or once -native species of wild -animal whose continued existence as a viable component of the State's
fauna is determined by the Wildlife Resources Commission to be in jeopardy or any species of wild animal
determined to bean 'endangered species' pursuant to the Endangered Species Act. (Article 25 of Chapter 113 of the
General Statutes; 1987).
T = Threatened
Any native or once -native species of wild animal which is likely to become an endangered species within the
foreseeable future throughout all or a significant portion of its range, or one that is designated as a threatened
species pursuant to the Endangered Species Act. (Article 25 of Chapter 113 of the General Statutes; 1987).
SC = Special Concern
Any species of wild animal native or once -native to North Carolina which is determined by the Wildlife Resources
Commission to require monitoring but which may be taken under regulations adopted under the provisions of this
Article. (Article 25 of Chapter 113 of the General Statutes; 1987).
SR = Significantly Rare
Any species which has not been listed by the N.C. Wildlife Resources Commission as an Endangered, Threatened,
or Special Concern species, but which exists in the state (or recently occurred in the state) in small numbers and has
been determined by the N.C. Natural Heritage Program to need monitoring.
SR-G = Game Animal
Species is a game animal or a furbearer, and therefore (by law) cannot be listed for State protection as E, T, or SC.
SC-V = Special Concern -Vulnerable
"Any species or higher taxon of plant which is likely to become a threatened species within the foreseeable future"
(NCAC 02 NCAC 48F .0401).
SC-H = Special Concern -Historical
"Any species or higher taxon of plant that occurred in North Carolina at one time, but for which all known populations
are currently considered to be either historical or extirpated." (NCAC 02 NCAC48F .0401).
SR-L = Significantly Rare Limited
Any species not listed by the N.C. Plant Conservation Program as Endangered, Threatened, or Candidate, which is
rare in North Carolina, generally with 1-100 populations in the state, frequently substantially reduced in numbers by
habitat destruction (and sometimes also by direct exploitation or disease).
Definition of State Codes cont.:
SR-D = Significantly Rare Disjunct
The species is disjunct to North Carolina from a main range in a different part of the country or world.
SR-P = Peripheral
The species is at the periphery of its range in North Carolina. These species are generally more common somewhere
else in their ranges, occurring in North Carolina peripherally to their main ranges, mostly in habitats which are unusual
in North Carolina.
SR-O = Significantly Rare Other
The range of the species is sporadic or cannot be described by the other Significantly Rare categories
W = Watch List
Any other species believed to be rare and of conservation concern in the state but not warranting active monitoring at
this time.
Definitions of County Record Status:
Current
Current - the species has been observed in the county within the last 50 years.
Historic
Historic - the species was last observed in the county more than 50 years ago.
Probable/potential
Probable/potential - the species is considered likely to occur in this county based on the proximity of known records
(in adjacent counties), the presence of potentially suitable habitat, or both.
SR-T = Significantly Rare Throughout The species is rare throughout its range (fewer than 100 populations total).
Belews Creek Steam Station
Page: 3 of 3

Table 15-1. CSA Supplemental Sampling Plan
Well ID
Approximate Well
Total Depth
ft. b s
Well Screen Length
(ft.)
Approximate Well
Screen Interval
ft. b s
Analysis Parameters*
AB-113
86
5
73-78
Table 7-3
AB-1S
52
15
35-50
Table 7-3
AB-213
139
5
132-137
Table 7-3
AB-2S
50
15
31-46
Table 7-3
AB-3S
55
15
36-51
Table 7-3
AB-5D
104.4
5
97-102
Table 7-3
AB-613
94.6
5
85-90
Table 7-3
AB-81)
84.7
5
72-77
Table 7-3
AB-91312
137.3
5
130-135
Table 7-3
AB-9D
98
5
90-95
Table 7-3
AB-9S
31
15
13-28
Table 7-3
BG-11)
57
5
47-52
Table 7-3
BG-2S
60
15
40-55
Table 7-3
BG-31)
71
5
62-67
Table 7-3
GWA-11)
71.5
5
58-63
Table 7-3
GWA-IS
36
15
19-34
Table 7-3
GWA-21)
70
5
58-63
Table 7-3
GWA-2S
51
15
34-49
Table 7-3
GWA-51)
60.5
5
51.8-56.8
Table 7-3
GWA-5S
40
15
23-38
Table 7-3
GWA-61)
109
5
101-106
Table 7-3
GWA-6S
70
15
28-43
Table 7-3
GWA-7S
43.5
15
27.5-42.5
Table 7-3
GWA-813
97
5
89-94
Table 7-3
GWA-8S
39
15
20-35
Table 7-3
GWA-9S
53
15
36-51
Table 7-3
GWA-10S
26
15
4-19
Table 7-3
GWA-11D
72
5
63-68
Table 7-3
GWA-11S
58
15
23-38
Table 7-3
GWA-12D
74
5
63-68
Table 7-3
GWA-12S
59
15
40-55
Table 7-3
GWA-16S
47
15
29-44
Table 7-3
GWA-17S
41.5
15
25-40
Table 7-3
MW-102D
26.61
5
21.61-26.61
Table 7-3
Belews Creek Steam Station
Page 1 of 2

Table 15-1. CSA Supplemental Sampling Plan
Well ID
Approximate Well
Total Depth
ft. b s
Well Screen Length
(ft.)
Approximate Well
Screen Interval
ft. b s
Analysis Parameters*
MW-102S
14.93
8
6.93-14.93
Table 7-3
MW-103D
29.5
7
22.5-29.5
Table 7-3
MW-103S
13.43
5
8.43-13.43
Table 7-3
MW-200BR
50.5
5
45-50
Table 7-3
MW-200S
12.76
7.6
5.16-12.76
Table 7-3
MW-201D
44.14
10
34.14-44.14
Table 7-3
MW-203D
91.86
5
86.86-91.86
Table 7-3
MW-204D
41.07
5
36.07-41.07
Table 7-3
MW-204S
33.94
15
18.94-33.94
Table 7-3
Note:
The specifics for sampling of chemical speciation of arsenic, chromium, iron, manganese, and selenium are currently
under discussion between NCDENR and Duke Energy. It is undetermined at this time if chemical speciation
sampling will occur during the CSA supplemental sampling event.
Belews Creek Steam Station
Page 2 of 2