NC0000396_Asheville Tables_20160219

TABLE 2-1
WATER LEVEL MEASUREMENTS - DECEMBER 2015
ASHEVILLE STEAM ELECTRIC PLANT
DUKE ENERGY PROGRESS, LLC, ARDEN, NC
Identification Date
Measured
Measuring Point
TOC (Feet MSL)
Ground Surface
(Feet, MSL)
Measured Depth
to Water
(Feet TOC)
Water Level
(Feet, MSL)
ABMW-02 12/17/2015 2150.30 2147.48 25.70 2124.60
ABMW-02S 12/17/2015 2150.29 2147.43 25.02 2125.27
ABMW-04 12/17/2015 2156.41 2153.10 36.45 2119.96
ABMW-04BR 12/17/2015 2156.41 2153.20 36.86 2119.55
ABMW-04D 12/17/2015 2156.43 2153.23 37.02 2119.41
AMW-1B 12/17/2015 2083.58 2080.53 41.09 2042.49
AMW-2A 12/17/2015 2107.93 2104.95 21.75 2086.18
AMW-2B 12/17/2015 2107.45 2104.09 29.85 2077.60
AMW-3A 12/17/2015 2173.37 2169.87 8.23 2165.14
AMW-3B 12/17/2015 2173.00 2169.62 9.33 2163.67
APD-7 12/17/2015 2157.01 NA 24.94 2132.07
APZ-30 12/17/2015 2103.50 2100.31 11.61 2091.89
B-1 12/17/2015 2126.64 2123.73 33.19 2093.45
B-1-A 12/17/2015 2126.67 2123.36 21.61 2105.06
B-2 12/17/2015 2126.40 2123.67 29.84 2096.56
CB-01BR 12/17/2015 2197.18 2197.18 39.08 2158.10
CB-01D 12/17/2015 2197.21 2197.21 39.04 2158.17
CB-08BR 12/17/2015 2139.92 2139.92 47.43 2092.49
CB-09BR 12/17/2015 2181.11 2178.15 48.65 2132.46
CB-09SL 12/17/2015 2181.42 2178.17 35.85 2145.57
CB-1 12/17/2015 2212.91 2210.41 50.38 2162.53
CB-2 12/17/2015 2167.79 2167.79 29.07 2138.72
CB-3 12/17/2015 2133.23 2130.55 29.45 2103.78
CB-3R 12/17/2015 2138.97 2135.83 33.34 2105.63
CB-4 12/17/2015 2067.24 2064.77 18.59 2048.65
CB-4B 12/17/2015 2066.34 2064.04 24.14 2042.20
CB-5 12/17/2015 2040.49 2037.86 3.51 2036.98
CB-6 12/17/2015 2035.48 2032.46 3.31 2032.17
CB-7 12/17/2015 2034.72 2032.00 6.47 2028.25
CB-8 12/17/2015 2145.19 2142.49 49.06 2096.13
CB-9 12/17/2015 2182.08 2178.86 36.96 2145.12
DP-1 12/17/2015 2144.35 NA 11.23 2133.12
GW-01BR 12/17/2015 2181.49 2178.11 22.51 2158.98
GW-01D 12/17/2015 2181.32 2178.33 20.49 2160.83
GW-1 12/17/2015 2181.16 2171.70 20.36 2160.80
GW-2 12/17/2015 2094.20 2092.20 42.85 2051.35
GW-3 12/17/2015 2071.10 2069.10 12.11 2058.99
GW-4 12/17/2015 2084.40 2082.50 24.32 2060.08
GW-51 12/17/2015 2138.40 2136.40 32.20 2106.20
MW-01BR 12/17/2015 2170.03 2166.99 23.24 2146.79
MW-01D 12/17/2015 2170.19 2166.95 28.35 2141.84
MW-03BR 12/17/2015 2141.31 2138.15 55.39 2085.92
MW-03D 12/17/2015 2142.04 2139.03 37.63 2104.41
MW-05BR 12/17/2015 2085.74 2085.35 16.65 2069.09
MW-05D 12/17/2015 2085.85 2085.54 17.35 2068.50
MW-06BR 12/17/2015 2062.31 2059.28 1.59 2060.72
MW-06D 12/17/2015 2062.73 2059.45 4.81 2057.92
MW-06S 12/17/2015 2063.12 2059.85 4.43 2058.69
MW-07BR 12/17/2015 2073.58 2070.16 39.75 2033.83
P:\Duke Energy Progress.1026\102. Asheville Ash Basin GW Assessment Plan\20.EG_CAP\CAP Part 2\Tables\Table
2-1 Water level elevations.xlsx Page 1 of 2
TABLE 2-1
WATER LEVEL MEASUREMENTS - DECEMBER 2015
ASHEVILLE STEAM ELECTRIC PLANT
DUKE ENERGY PROGRESS, LLC, ARDEN, NC
Identification Date
Measured
Measuring Point
TOC (Feet MSL)
Ground Surface
(Feet, MSL)
Measured Depth
to Water
(Feet TOC)
Water Level
(Feet, MSL)
MW-08BR 12/17/2015 2123.89 2123.90 9.50 2114.39
MW-08S 12/17/2015 2123.34 2123.46 6.21 2117.13
MW-09BR 12/17/2015 2145.43 2142.22 31.20 2114.23
MW-09D 12/17/2015 2145.09 2141.82 28.78 2116.31
MW-09S 12/17/2015 2144.61 2141.51 28.15 2116.46
MW-10 12/17/2015 2171.20 2167.82 5.81 2165.39
MW-11 12/17/2015 2035.00 2031.72 7.00 2028.00
MW-11D 12/17/2015 2035.22 2032.44 8.79 2026.43
MW-12BR 12/17/2015 2161.88 2158.92 47.70 2114.18
MW-12D 12/17/2015 2161.89 2158.83 34.92 2126.97
MW-13BR 12/17/2015 2154.28 2151.48 29.33 2124.95
MW-13D 12/17/2015 2153.97 2151.23 29.24 2124.73
MW-14BR 12/17/2015 2076.87 2076.88 13.09 2063.78
MW-15A 12/17/2015 2034.60 2031.64 6.56 2028.04
MW-15BR 12/17/2015 2034.62 2031.68 5.64 2028.98
MW-15D 12/17/2015 2034.41 2031.48 5.33 2029.08
MW-16A 12/17/2015 2036.96 2033.85 9.01 2027.95
MW-16BR 12/17/2015 2037.02 2033.66 9.27 2027.75
MW-17A 12/17/2015 2034.81 2032.16 5.23 2029.58
MW-18BR 12/17/2015 2035.54 2032.78 7.16 2028.38
MW-18D 12/17/2015 2035.44 2032.49 6.80 2028.64
MW-19BR 12/17/2015 2036.18 2033.42 4.20 2031.98
MW-20A 12/17/2015 2037.38 2034.18 4.66 2032.72
MW-21D 12/17/2015 2044.23 2044.54 2.64 2041.59
MW-22BR 12/17/2015 2048.98 2049.33 12.88 2036.10
MW-22D 12/17/2015 2049.06 2049.37 3.21 2045.85
MW-23BR 12/17/2015 2106.44 2103.14 41.34 2065.10
MW-23DL 12/17/2015 2106.26 2103.13 5.22 2101.04
MW-23DU 12/17/2015 2106.36 2103.00 7.99 2098.37
MW-24BR 12/17/2015 2173.03 2170.44 9.64 2163.39
MW-24S 12/17/2015 2173.44 2170.89 11.07 2162.37
P-100 12/17/2015 2164.55 2164.55 78.26 2086.29
P-101 12/17/2015 2164.71 2164.71 88.42 2076.29
P-102 12/17/2015 2165.28 2165.28 52.41 2112.87
P-103 12/17/2015 2163.90 2163.90 48.77 2115.13
P-104 12/17/2015 2174.26 2174.26 44.18 2130.08
P-105 12/17/2015 2174.17 2174.17 44.02 2130.15
PZ-16 12/17/2015 2167.00 2164.20 47.72 2119.28
PZ-17D 12/17/2015 2149.20 2147.40 55.06 2094.14
PZ-17S 12/17/2015 2148.80 2146.70 27.10 2121.70
PZ-19 12/17/2015 2105.40 2102.50 26.29 2079.11
PZ-22 12/17/2015 2062.60 2063.00 3.02 2059.58
PZ-26 12/17/2015 2168.30 2165.70 26.53 2141.77
Prepared by: RKD Checked by: RLP
Notes:
NA - Not Available
P:\Duke Energy Progress.1026\102. Asheville Ash Basin GW Assessment Plan\20.EG_CAP\CAP Part 2\Tables\Table
2-1 Water level elevations.xlsx Page 2 of 2
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Page 1 of 15
TA
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N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A
AB
M
W
-
0
2

1
2
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0
9
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2
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1
5

1
7
6

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5

7
.
9

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0
.
0
3

M
1

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0
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5

N
A

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0
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5

4
.
3

N
A
4.
3
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N
A

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1

2
3
0
0

N
A
27
0
0
<0
.
1

N
A

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0
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1

4
3
.
2

1
2
0
0

N
A
1200 <0.2

N
A

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0
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2

2
5
.
8
AB
M
W
-
0
4

0
3
/
3
1
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1
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1
5
0

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1
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2

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A

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1

N
A
32
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6
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N
A
1.
5
7
1.
7
9

N
A

4
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5

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1
0

N
A
32
8
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N
A

<
1

4
5
.
8

1
4
6

N
A
147 <0.05

N
A

<
0
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0
5

3
3
AB
M
W
-
0
4

0
5
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2
6
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2
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1
5

1
2
9

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1
0

1
3

<
0
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0
0
7

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1

N
A

<
1

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1

N
A

<
1

<
1

N
A

1
.
0
4

2
0
2

N
A
40
0
<1

N
A

<
1

6
7
.
4

1
2
1

N
A
117 <0.05

N
A

<
0
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0
5

1
8
AB
M
W
-
0
4

0
9
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8
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2
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1
5

N
A

N
A

N
A

<
0
.
0
0
7

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A
AB
M
W
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4

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2
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1
0
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1
5

1
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5
.
4

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0
3

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0
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5

N
A

1
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5

0
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6
8

N
A

0
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9

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1

N
A

1
.
4

2
3
0

N
A
34
0
<0
.
1

N
A

0
.
3
6

6
5
.
5

9
4

N
A
90 <0.2

N
A

<
0
.
2

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1
0
AB
M
W
-
0
8

0
5
/
1
4
/
2
0
1
5

2
0

<
1
0

2
3

N
A

<
1

N
A

<
1

2
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4
3

N
A
2.
7
2
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N
A

<
1

8
1
2
0
0

N
A
83
4
0
0
<1

N
A

<
1

1
9
.
7

7
2
8

N
A
711 <0.05

N
A

<
0
.
0
5

6
4
0
0
AB
M
W
-
0
8

0
5
/
2
1
/
2
0
1
5

2
3
.
3

<
1
0

2
8

N
A

<
1

N
A

<
1

2
.
3
4

N
A
2.
1
3
<1

N
A

<
1

1
0
7
0
0
0

N
A
10
8
0
0
0
<1

N
A

<
1

2
0
.
8

1
0
2
0

N
A
984 <0.05

N
A

<
0
.
0
5

1
6
0
0
0
CB
-
0
5

0
4
/
0
6
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2
0
1
5

6
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7
9

<
5

2
2

N
A

N
A

N
A

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5

N
A

N
A

<
1

N
A

N
A

<
5

N
A

N
A
19
6
0
0
NA

N
A

<
1

4
.
2
9

N
A

N
A
594 NA

N
A

<
0
.
0
5

N
A
CB
-
0
5

0
7
/
0
9
/
2
0
1
5

6
.
9
7

<
5

2
7

N
A

<
1

N
A

<
5

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1

N
A

<
1

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1

N
A

<
5

2
0
0
0
0

N
A
25
4
0
0
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N
A

<
1

4
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1
3

4
1
5

N
A
488 <0.05

N
A

<
0
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0
5

5
7
0
CB
-
0
5

0
9
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0
9
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2
0
1
5

N
A

N
A

N
A

N
A

<
1

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1

N
A

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1

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1

N
A

1
.
0
1

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1

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A

2
7
4
0
0

2
9
1
0
0

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A

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1

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1

N
A

N
A

5
1
0

5
3
5

N
A

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0
.
0
5

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0
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0
5

N
A

N
A
CB
-
0
5

1
1
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0
3
/
2
0
1
5

1
0
.
6

<
5

2
2

N
A

N
A

N
A

<
5

N
A

N
A

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1

N
A

N
A

<
5

N
A

N
A
29
8
0
0
NA

N
A

<
1

6
.
3
5

N
A

N
A
761 NA

N
A

<
0
.
0
5

N
A
CB
-
0
5

1
2
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0
9
/
2
0
1
5

9
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3
8

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2
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2

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0
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0
3

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0
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5

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A

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0
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5

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0
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7
8

N
A

0
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8
4

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1

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A

<
1

2
3
4
0
0

N
A
23
2
0
0
<0
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1

N
A

<
0
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1

5
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5
8

6
5
0

N
A
640 <0.2

N
A

<
0
.
2

2
3
4
CB
-
0
6

0
4
/
0
6
/
2
0
1
5

4
2
.
8

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5

3
7

N
A

N
A

N
A

<
5

N
A

N
A
1.
4
2
NA

N
A

<
5

N
A

N
A
14
6
0
0
NA

N
A

<
1

1
2
.
2

N
A

N
A
3330 NA

N
A

<
0
.
0
5

N
A
CB
-
0
6

0
7
/
0
8
/
2
0
1
5

5
7
.
7

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5

1
5
0

N
A

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1

N
A

<
5

2
.
2
4

N
A
2.
2
1
<1

N
A

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5

2
0
5
0
0

N
A
22
0
0
0
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N
A

<
1

1
5
.
5

3
8
1
0

N
A
3950 <0.05

N
A

<
0
.
0
5

5
7
CB
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0
6

1
1
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0
4
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2
0
1
5

2
2
2

B
2

<
5

6
6

N
A

N
A

N
A

<
5

N
A

N
A
67
.
3
NA

N
A

<
5

N
A

N
A
22
1
0
0
NA

N
A

<
1

3
9

N
A

N
A
21800 NA

N
A

<
0
.
0
5

N
A
CB
-
0
6

1
2
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0
8
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2
0
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5

3
6
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7

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5

6
6
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3

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0
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0
3

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0
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5

N
A

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5

3
1
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2

N
A
45
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5
2

N
A

1
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5

2
6
2
0
0

N
A
16
4
0
0
<0
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1

N
A

<
0
.
1

3
1
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8

1
6
6
0
0

N
A
18300 <0.2

N
A

<
0
.
2

<
1
0
CB
-
0
7

0
4
/
0
6
/
2
0
1
5

3
7
.
2

<
5

9
5

N
A

N
A

N
A

<
5

N
A

N
A

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1

N
A

N
A

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5

N
A

N
A

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1
0

N
A

N
A

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1

1
1
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6

N
A

N
A

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5

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A

N
A

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0
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0
5

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A
CB
-
0
7

0
7
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0
8
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2
0
1
5

2
3
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3

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5

3
6

N
A

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1

N
A

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5

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1

N
A

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1

1
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1
3

N
A

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5

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1
0

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A

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1
0

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A

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7
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3
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A

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0
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A

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0
5

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0
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4
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N
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A

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A

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5
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0
5

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A
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7

1
1
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5

2
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1

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A

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A

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0

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5

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5

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5

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5
9

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A

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5
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5
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1

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1

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9
1

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3

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2

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A

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2

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1
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MW
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1
2
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5

2
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3
9

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9

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A

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6
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2
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4
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A
36
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A

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2
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5
9

3
6
5

N
A
340 <0.05

N
A

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0
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0
5

2
3
0
MW
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1
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1
2
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8
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2
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4
6

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1
2
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6

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1
4

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5

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7

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6
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6

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A

6
4

0
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3

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1

2
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7
5

2
0
0

N
A
200 <0.2

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A

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2

7
8
MW
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1

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3

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3
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2
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6

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6

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1
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2

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0

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0
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2

2
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4

N
A
407 <0.05

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A

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0
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MW
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1
1

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8
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7
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8

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4
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5

1
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A
250 <0.2

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A

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2

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1
5
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5
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1060 <0.05

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0
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5
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7
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2
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4
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4

N
A
840 <0.05

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0
5

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5
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A
1000 <0.2

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2

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7

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1980 <0.05

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1
6
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3
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4

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6

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6
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A
2000 <0.05

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A

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0
5

1
2
MW
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6
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5
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5
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6

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A
1940 <0.05

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A

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0
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1
0
MW
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1
6
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A

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A

2
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4
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5

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MW
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Page 2 of 15
TA
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.
4

N
A

N
A

N
A

<
0
.
2

<
2
5

N
A

1
3
0

N
A

N
A
3.03 NA

N
A

<
5
CB
-
0
1

D
U
P

1
1
/
0
3
/
2
0
1
5

N
A

N
A

<
1

N
A

N
A

6

0
.
2
9

0
.
6
7
8

N
A

N
A

<
1

0
.
8
9
4

N
A

N
A

<
5

0
.
5
4

N
A

N
A

N
A

<
0
.
2

<
2
5

N
A

1
2
0

N
A

N
A
3.21 NA

N
A

2
7
An
a
l
y
t
i
c
a
l

R
e
s
u
l
t
s
An
a
l
y
t
i
c
a
l

P
a
r
a
m
e
t
e
r
Re
p
o
r
t
i
n
g

U
n
i
t
s
15
A

N
C
A
C

0
2
L

S
t
a
n
d
a
r
d
AS
H

P
O
R
E

W
A
T
E
R
AL
L
U
V
I
A
L
SA
P
R
O
L
I
T
E
Ni
t
r
a
t
e

(a
s

N
)
Total Suspended SolidsTotal Organic CarbonTotal Dissolved Solids
Su
l
f
i
d
e
Su
l
f
a
t
e
P:
\
D
u
k
e

E
n
e
r
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y

P
r
o
g
r
e
s
s
.
1
0
2
6
\
1
0
2
.

A
s
h
e
v
il
l
e

A
s
h

B
a
s
i
n

G
W

A
s
s
e
s
s
m
e
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t

P
l
a
n
\
2
0
.
E
G
_
C
A
P
\
C
A
P

P
a
r
t

2
\
T
a
b
l
e
s
\
T
a
b
l
e

2
-
2

20
1
5

G
r
o
u
n
d
w
a
t
e
r

A
n
a
l
y
t
i
c
a
l

R
e
s
u
l
t
s
_
2
0
1
6
-
0
1
-
2
8
.
x
l
s
x
Page 3 of 15
TA
B
L
E

2
-
2
20
1
5

G
R
O
U
N
D
W
A
T
E
R

A
N
A
L
Y
T
I
C
A
L

R
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S
U
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S
AS
H
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V
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L
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S
T
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A
M

E
L
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C
T
R
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C

P
L
A
N
T
DU
K
E

E
N
E
R
G
Y

P
R
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R
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S
S
,

L
L
C
,

A
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N
,

N
C
Al
u
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B
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B
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B
a
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B
e
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B
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B
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B
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B
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C
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DI
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D
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(
0
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1
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f
t

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C
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m
V

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s

m
g
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l

m
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/
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/
l

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6.
5
-
8
.
5

N
E

N
E

N
E

N
E

N
E

N
E

N
E

N
E

N
E

N
E

N
E

N
E

N
E

N
E

1
*

N
E

N
E

1
0

N
E

N
E

7
0
0

N
E

N
E

4
*

N
E

N
E

N
E

7
0
0

N
E

N
E

2
Sa
m
p
l
e

I
D
Sa
m
p
l
e

Co
l
l
e
c
t
i
o
n

D
a
t
e
An
a
l
y
t
i
c
a
l

P
a
r
a
m
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t
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r
Al
k
a
l
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y
Fe
r
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o
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s

Ir
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Tu
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b
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y
Eh
OR
P
DO
Sp
e
c
Co
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d
Te
m
p
Fi
e
l
d

P
a
r
a
m
e
t
e
r
s
15
A

N
C
A
C

0
2
L

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t
a
n
d
a
r
d
Re
p
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r
t
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g

U
n
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s
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a
l
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t
i
c
a
l

R
e
s
u
l
t
s
Wa
t
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r

Le
v
e
l
pH
Bi-carbonate Alkalinity
CB
-
0
1

1
2
/
0
8
/
2
0
1
5
5.
1
50
.
7
6

1
5

1
5

6
.
4

6
9

2
7
4

8
.
8

0

<
5

<
1
0
0

N
A

2
3
0

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0
.
5

N
A

<
0
.
5

<
0
.
5

N
A

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0
.
5

1
4

N
A

1
6

<
0
.
2

N
A

<
0
.
2

<
5

<
5
0

N
A

<
5
0

<
0
.
0
8

N
A

<
0
.
0
8
CB
-
0
2

0
4
/
0
7
/
2
0
1
5
5.
4
23
.
5
5

1
5

1
5
9

0
.
6
1

1
1
9

3
2
4

8
.
7
3

N
M

1
0
.
3

N
A

N
A

2
9
5

N
A

N
A

<
1

N
A

N
A

<
1

N
A

N
A

3
3

N
A

N
A

<
1

1
0
.
3

N
A

N
A

1
7
4

N
A

N
A

<
1
CB
-
0
2

0
7
/
0
7
/
2
0
1
5
5.
3
24
.
0
0

1
8

1
4
8

0
.
8
3

1
1
5

3
2
0

4
.
4
3

N
M

1
6
.
4

9

N
A

1
4
1

<
1

N
A

<
1

<
1

N
A

<
1

3
0

N
A

3
2

<
1

N
A

<
1

1
6
.
4

1
5
3

N
A

1
5
5

<
1

N
A

<
1
CB
-
0
2

1
1
/
0
3
/
2
0
1
5
5.
3
24
.
3
9

1
5

1
5
7

1
.
3

2
2

2
2
7

3
.
5

N
M

1
5
.
8

N
A

N
A

1
0
7

N
A

N
A

<
1

N
A

N
A

<
1

N
A

N
A

4
9

N
A

N
A

<
1

1
5
.
8

N
A

N
A

1
9
8

N
A

N
A

<
1
CB
-
0
4

0
4
/
0
8
/
2
0
1
5
5.
1
19
.
0
0

1
3

3
4
0

4
.
5
2

1
1
2

3
1
7

6
.
7
3

N
M

<
5

N
A

N
A

5
6
7

N
A

N
A

<
1

N
A

N
A

<
1

N
A

N
A

6
4

N
A

N
A

<
1

<
5

N
A

N
A

5
9
0

N
A

N
A

<
1
CB
-
0
4

0
7
/
0
8
/
2
0
1
5
5.
2
20
.
3
8

1
8

3
3
5

3
.
1
2

2
0
6

3
5
7

1
8

N
M

<
5

2
5

N
A

4
6
9
0

<
1

N
A

<
1

<
1

N
A

<
1

5
3

N
A

1
1
0

<
1

N
A

<
1

<
5

6
0
4

N
A

5
9
8

<
1

N
A

<
1
CB
-
0
4

0
9
/
0
3
/
2
0
1
5
5.
1
21
.
5
1

1
7

3
3
5

4
.
2

1
9
1

3
9
6

1
2
3

N
M

N
A

5
6

2
6

N
A

<
1

<
1

N
A

<
1

<
1

N
A

5
3

5
1

N
A

<
1

<
1

N
A

N
A

6
3
6

6
4
0

N
A

<
1

<
1

N
A
CB
-
0
4

1
1
/
0
4
/
2
0
1
5
5.
2
20
.
3
0

1
6

3
5
9

2
.
2
3

0

2
0
5

8
.
1
5

N
M

<
5

N
A

N
A

4
6
1

N
A

N
A

<
1

N
A

N
A

<
1

N
A

N
A

6
1

N
A

N
A

<
1

<
5

N
A

N
A

6
8
3

N
A

N
A

<
1
CB
-
0
4

1
2
/
0
9
/
2
0
1
5
5.
1
18
.
5
9

1
4

2
9
1

5
.
8

2
6
2

4
6
7

1
0
.
1

0

8
.
4

<
1
0
0

N
A

3
1
0

<
0
.
5

N
A

<
0
.
5

<
0
.
5

N
A

<
0
.
5

3
1

N
A

4
2

<
0
.
2

N
A

<
0
.
2

8
.
4

5
7
0

N
A

5
4
0

<
0
.
0
8

N
A

<
0
.
0
8
CB
-
0
9

0
4
/
0
7
/
2
0
1
5
5.
0
37
.
2
9

1
6

3
8

2
.
2
4

1
1
4

3
1
9

8
.
7
9

N
M

<
5

N
A

N
A

3
4
7

N
A

N
A

<
1

N
A

N
A

<
1

N
A

N
A

2
9

N
A

N
A

<
1

<
5

N
A

N
A

<
5
0

N
A

N
A

<
1
CB
-
0
9

0
7
/
0
6
/
2
0
1
5
4.
9
37
.
0
2

1
6

4
1

2
.
2
5

1
5
9

3
6
4

4
.
5

N
M

<
5

2
1

N
A

1
0
3

<
1

N
A

<
1

<
1

N
A

<
1

2
6

N
A

2
9

<
1

N
A

<
1

<
5

<
5
0

N
A

<
5
0

<
1

N
A

<
1
CB
-
0
9

0
9
/
0
9
/
2
0
1
5
5.
0
37
.
5
0

1
6

3
7

1
.
9
7

2
2
3

4
2
8

7
.
5
1

N
M

N
A

2
2

1
9

N
A

<
1

<
1

N
A

<
1

<
1

N
A

2
4

2
3

N
A

<
1

<
1

N
A

N
A

<
5
0

<
5
0

N
A

<
1

<
1

N
A
CB
-
0
9

1
1
/
0
2
/
2
0
1
5
4.
5
36
.
5
7

1
6

3
7

2
.
7

5
7
5

7
8
0

9

N
M

<
5

N
A

N
A

5
4
2

N
A

N
A

<
1

N
A

N
A

<
1

N
A

N
A

3
1

N
A

N
A

<
1

<
5

N
A

N
A

<
5
0

N
A

N
A

<
1
CB
-
0
9

1
2
/
0
8
/
2
0
1
5
5.
3
37
.
0
9

1
5

3
6

1
.
7
2

2
0
4

4
0
9

3
.
3
8

0

<
5

<
1
0
0

N
A

<
1
0
0

<
0
.
5

N
A

<
0
.
5

<
0
.
5

N
A

<
0
.
5

L
1

2
5

N
A

2
6

<
0
.
2

N
A

<
0
.
2

<
5

<
5
0

N
A

<
5
0

<
0
.
0
8

N
A

<
0
.
0
8
CB
-
0
9

D
U
P

1
2
/
0
8
/
2
0
1
5
5.
3
37
.
0
9

1
5

3
6

1
.
7
2

2
0
4

4
0
9

3
.
3
8

0

<
5

<
1
0
0

N
A

<
1
0
0

<
0
.
5

N
A

<
0
.
5

<
0
.
5

N
A

<
0
.
5

L
3

2
5

N
A

2
6

<
0
.
2

N
A

<
0
.
2

<
5

<
5
0

N
A

<
5
0

<
0
.
0
8

N
A

<
0
.
0
8
CB
-
0
9
S
L

0
4
/
2
7
/
2
0
1
5
6.
0
36
.
0
5

1
3

7
6

1
.
0
8

1
3
0

3
3
5

3
0
.
4

<
0
.
5

2
5

1
2

N
A

1
2
8
0

<
1

N
A

<
1

<
1

N
A

<
1

2
9

N
A

4
6

<
1

N
A

<
1

2
5

<
5
0

N
A

<
5
0

<
1

N
A

<
1
CB
-
0
9
S
L

0
5
/
2
8
/
2
0
1
5
5.
8
35
.
9
8

1
9

5
9

1
.
5
9

8
4

2
8
9

5
.
9
7

<
0
.
5

1
6

1
1

N
A

1
1
9

<
1

N
A

<
1

<
1

N
A

<
1

2
7

N
A

3
2

<
1

N
A

<
1

1
6

<
5
0

N
A

<
5
0

<
1

N
A

<
1
CB
-
0
9
S
L

0
9
/
0
8
/
2
0
1
5
5.
8
36
.
5
1

1
6

5
9

2
.
6
1

1
6
5

3
7
0

3

N
M

N
A

2
6

9

N
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Page 4 of 15
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NA

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N
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2
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7
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4

N
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N
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N
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C
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CB
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N
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NA

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1
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N
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N
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A

N
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5
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N
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NA

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N
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N
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10
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N
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1
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1
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N
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N
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65 NA

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A

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0
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N
A
CB
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1
2
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7

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5

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2

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1

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1

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3
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2

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2

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7
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4
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1
5

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A

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2
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2
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7
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N
A

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6
5

N
A
47
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N
A

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2
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5
6

9
6

N
A
125 <0.05

N
A

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0
5

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1
0
CB
-
0
9
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L

0
5
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2
8
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3
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3
8

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6

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N
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N
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7
3

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N
A

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1
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7
7

6
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N
A
71 <0.05

N
A

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0
5

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0
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L

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9
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1
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2
2

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5

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3
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2

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2

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2

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3
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3

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2
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7
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8
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9
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1
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1570 <0.05

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2
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N
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1
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6
6

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N
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N
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0
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N
A
GW
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1
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7
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7
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5
8

5
6
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N
A
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N
A

0
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1
5

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0
GW
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0
1

0
9
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0
2
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A

N
A

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A

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A

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4
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0
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4
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7
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A

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0
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A
GW
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N
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N
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7
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N
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N
A

2
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N
A

N
A

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5
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8

N
A

N
A
397 NA

N
A

0
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1
1

N
A
GW
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1
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4
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GW
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5

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A
555 <0.05

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0
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A
10000 <0.05

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Page 5 of 15
TA
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Page 7 of 15
TA
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2

<
1
0

8
.
8

N
A

<
1

N
A

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1

1
.
7
4

N
A
1.
8
8
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N
A

1
.
2
2

<
1
0

N
A
84
4
<1

N
A

<
1

6
.
4

3
1
7

N
A
331 <0.05

N
A

0
.
1

1
0
0
CB
-
0
3
R

0
4
/
0
8
/
2
0
1
5

4
1
.
2

<
5

1
1

N
A

N
A

N
A
20
NA

N
A
17
.
1
NA

N
A

9

N
A

N
A
62
4
0
NA

N
A

<
1

1
0
.
2

N
A

N
A
510 NA

N
A

<
0
.
0
5

N
A
CB
-
0
3
R

0
7
/
0
8
/
2
0
1
5

6
2
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2

<
5

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0

N
A

<
1

N
A

<
5

3
0
.
4

N
A
29
.
9
48
.
2

N
A

2
5

4
6
4

N
A
29
8
0
<1

N
A

1
.
5
4

1
2

6
6
9

N
A
754 <0.05

N
A

<
0
.
0
5

<
1
0
CB
-
0
3
R

0
9
/
0
9
/
2
0
1
5

N
A

N
A

N
A

N
A

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1

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1

N
A

2
8
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1

2
8
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6

N
A

1
8

9
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1
3

N
A

1
4
3

2
3
6

N
A

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1

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1

N
A

N
A

6
2
8

6
2
3

N
A

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0
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0
5

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0
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0
5

N
A

N
A
CB
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0
3
R

1
1
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0
4
/
2
0
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5

5
4

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2

<
5

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1

N
A

N
A

N
A
12
NA

N
A
30
.
8
NA

N
A

1
5

N
A

N
A
90
4
0
NA

N
A

1
.
6
9

1
1
.
8

N
A

N
A
651 NA

N
A

<
0
.
0
5

N
A
CB
-
0
8

0
4
/
0
7
/
2
0
1
5

1
1
9

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5

2
2
0

N
A

N
A

N
A

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5

N
A

N
A
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5
4
NA

N
A

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5

N
A

N
A

6
3

N
A

N
A

<
1

3
8
.
5

N
A

N
A
1120 NA

N
A

0
.
1
1

N
A
CB
-
0
8

D
U
P

0
4
/
0
7
/
2
0
1
5

1
1
7

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2
2
0

N
A

N
A

N
A

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5

N
A

N
A
2.
7
6
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N
A

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N
A

N
A

7
6

N
A

N
A

<
1

3
8
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1

N
A

N
A
1110 NA

N
A

0
.
1
2

N
A
CB
-
0
8

0
7
/
0
6
/
2
0
1
5

1
0
7

<
5

2
2
0

N
A

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1

N
A

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5

2
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8
9

N
A
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6
8
14
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5

N
A

2
2

1
4

N
A

4
6

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1

N
A

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1

3
7
.
8

1
0
9
0

N
A
1080 <0.05

N
A

0
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1
3

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1
0
CB
-
0
8

D
U
P

0
7
/
0
6
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2
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1
5

1
0
5

<
5

2
2
0

N
A

N
A

N
A

<
5

N
A

N
A
2.
7
1
NA

N
A

2
6

N
A

N
A

3
9

N
A

N
A

<
1

3
6
.
7

N
A

N
A
1080 NA

N
A

0
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1
2

N
A
CB
-
0
8

1
1
/
0
2
/
2
0
1
5

7
5
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3

<
5

2
2
0

N
A

N
A

N
A

<
5

N
A

N
A
2.
9
8
NA

N
A

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5

N
A

N
A

1
3
9

N
A

N
A

<
1

2
7
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4

N
A

N
A
1160 NA

N
A

0
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1
2

N
A
CB
-
0
8

1
2
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0
8
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2
0
1
5

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6

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5

2
2
1

0
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3
9

0
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7
7

N
A

0
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9
4

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3
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3

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A
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5
13
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9

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A

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1

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5
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5
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7

C
R

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A

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0
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1

3
5
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2

1
1
0
0

N
A
1100 <0.2

N
A

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0
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2

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1
0

C
L
GW
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0
5
/
0
7
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5

2
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8
6

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A

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1

N
A

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1

7
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4
7

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A
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7
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2
3

N
A

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1

3
4
0

N
A
95
1
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N
A

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1

2
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3
8

3
4
7

N
A
369 <0.05

N
A

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0
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0
5

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1
0
GW
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0
1
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0
5
/
2
8
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2
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5

2
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5
1

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1
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5
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3

0
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0
4
6

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1

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A

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3
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9

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A
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0
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A

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1

1
6
0

N
A

2
9
5

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1

N
A

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1

2
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4
1

2
3
9

N
A
240 <0.05

N
A

0
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1
4

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1
0
GW
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0
1
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0
9
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0
2
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N
A

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A

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2
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4
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2
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2

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A
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GW
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8

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2
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248 <0.05

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MW
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4

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x
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Page 8 of 15
TA
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2
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Page 9 of 15
TA
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BE
D
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P
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x
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x
Page 10 of 15
TA
B
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2
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20
1
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TA
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I
S

(
0
.
1
u
)

T
O
T

D
I
S

D
I
S

(
0
.
1
u
)

T
O
T

D
I
S

D
I
S

(
0
.
1
u
)

T
O
T

D
I
S

D
I
S

(
0
.
1
u
)

T
O
T
ug
/
l

u
g
/
l

u
g
/
l

u
g
/
l

u
g
/
l

u
g
/
l

m
g
-
N
/
L

m
g
/
l

u
g
/
l

u
g
/
l

u
g
/
l

m
g
/
l

u
g
/
l

u
g
/
l

u
g
/
l

m
g
/
l

m
g
/
l

u
g
/
l

u
g
/
l

u
g
/
l

m
g
/
l

m
g
/
l

m
g
/
l

u
g
/
l

u
g
/
l

u
g
/
l

u
g
/
l

u
g
/
l

u
g
/
l
NE

N
E

N
E

N
E

N
E

1
0
0

1
0

N
E

N
E

N
E

2
0

N
E

N
E

N
E

N
E

2
5
0

N
E

N
E

N
E

0
.
2
*

5
0
0

N
E

N
E

N
E

N
E

0
.
3
*

N
E

N
E

1
0
0
0
Sa
m
p
l
e

I
D
Sa
m
p
l
e

Co
l
l
e
c
t
i
o
n

D
a
t
e
An
a
l
y
t
i
c
a
l

R
e
s
u
l
t
s
An
a
l
y
t
i
c
a
l

P
a
r
a
m
e
t
e
r
Re
p
o
r
t
i
n
g

U
n
i
t
s
15
A

N
C
A
C

0
2
L

S
t
a
n
d
a
r
d
Ni
t
r
a
t
e

(a
s

N
)
Total Suspended SolidsTotal Organic CarbonTotal Dissolved Solids
Su
l
f
i
d
e
Su
l
f
a
t
e
MW
-
2
1
D

1
2
/
0
8
/
2
0
1
5

<
0
.
5

N
A

<
0
.
5

1
.
4

N
A

1
.
1

0
.
0
5
2

<
5

<
0
.
5

N
A

<
0
.
5

1
6
.
5

7
0

N
A

7
2

2
7
.
1

<
0
.
1

<
0
.
1

N
A

<
0
.
1

1
2
8

<
1

<
3
.
1

<
1

N
A

<
1

<
1
0

N
A

<
1
0
MW
-
2
2
D

0
6
/
3
0
/
2
0
1
5

<
1

N
A

<
1

6
.
1
9

N
A

6
.
1

0
.
2
8
6

1
.
8
3

<
1

N
A

<
1

1
0
.
8

4
4

N
A

4
4

1
1

<
0
.
1

<
0
.
2

N
A

<
0
.
2

9
0

0
.
3
3
8

5

<
0
.
3

N
A

<
0
.
3

<
5

N
A

<
5
MW
-
2
2
D

0
9
/
0
1
/
2
0
1
5

<
1

N
A

<
1

5
.
1
6

N
A

5
.
9
3

0
.
2
5
3

1
.
4
5

<
1

N
A

<
1
10
.
5

4
7

N
A

4
2

9
.
8

<
0
.
1

0
.
5
3
8

N
A

<
0
.
2

7
5

0
.
3
0
5

<
5

<
0
.
3

N
A
0.354 9NA<5
MW
-
2
2
D

1
2
/
0
8
/
2
0
1
5

<
0
.
5

N
A

<
0
.
5

7

N
A

7

0
.
5
1

<
5

<
0
.
5

N
A

<
0
.
5

1
5
.
9

7
1

N
A

7
2

8
.
2

<
0
.
1

0
.
1
4

N
A

0
.
1
3

1
5
2

<
1

<
3

<
1

N
A

<
1

<
1
0

N
A

<
1
0
MW
-
2
3
D
L

0
6
/
3
0
/
2
0
1
5

3
.
6
6

N
A

3
.
5
9

<
1

N
A

<
1

<
0
.
0
1

5
.
1
8

<
1

N
A

<
1

9
.
4
1

1
1
8

N
A

1
1
9

2
2

<
0
.
1

<
0
.
2

N
A

<
0
.
2

1
6
0

0
.
9
0
8

2
3

<
0
.
3

N
A

<
0
.
3

8

N
A

1
3
4
MW
-
2
3
D
L

0
9
/
0
3
/
2
0
1
5

<
1

N
A

<
1

<
1

N
A

<
1

0
.
0
1

M
2

3
.
4
7

<
1

N
A

<
1

7
.
1
2

1
1
2

N
A

1
1
4

1
5

<
0
.
2

<
0
.
2

N
A

<
0
.
2

1
6
0

0
.
3
4
5

2
7

<
0
.
3

N
A
0.345 <5

N
A

<
5
MW
-
2
3
D
L

1
2
/
0
9
/
2
0
1
5

<
0
.
5

N
A

0
.
8
5

<
0
.
5

N
A

<
0
.
5

<
0
.
0
2

<
5

<
0
.
5

N
A

<
0
.
5

6
.5

1
1
0

N
A

1
2
0

1
6
.
7

<
0
.
1

<
0
.
1

N
A

<
0
.
1

1
5
7

<
1

2
3
.
7

<
1

N
A

<
1

L
3

2
5

N
A

<
1
0
MW
-
2
3
D
U

0
6
/
2
4
/
2
0
1
5

<
1

N
A

<
1

2
.
8
6

N
A

2
.
7
6

0
.
4
3
5

3
.
3

<
1

N
A

<
1

1
1

4
8

N
A

4
8

2
6

<
0
.
1

<
0
.
2

N
A

<
0
.
2

8
4

0
.
6
7
2

<
5

<
0
.
3

N
A

<
0
.
3

1
0

N
A

<
5
MW
-
2
3
D
U

0
9
/
0
3
/
2
0
1
5

<
1

N
A

<
1

1
.
7
3

N
A

1
.
5

0
.
3
2

1
.
7
5

<
1

N
A

<
1

9
.
4

3
6

N
A

3
8

2
3

<
0
.
1

<
0
.
2

N
A

<
0
.
2

8
3

0
.
1
9
6

<
5

<
0
.
3

N
A
0.303 26

N
A

<
5
MW
-
2
3
D
U

1
2
/
0
9
/
2
0
1
5

<
0
.
5

N
A

<
0
.
5

1
.
4

N
A

1
.
3

0
.
5

<
5

<
0
.
5

N
A

<
0
.
5

8
.
61
0
0
0
1

3
8

N
A

4
1

2
0
.
2

<
0
.
1

<
0
.
1

N
A

<
0
.
1

7
1

1
.
2

<
3

<
1

N
A

<
1

L
1

<
1
0

N
A

<
1
0
PZ
-
1
6

0
5
/
1
8
/
2
0
1
5

<
1

N
A

<
1

<
1

N
A

5
.
3
5

2
.
1

1
.
9
7

2
7
.
1

N
A
27
9.
4
8

2
3
6

N
A

2
3
7

1
1
0

<
0
.
1

<
0
.
2

N
A

<
0
.
2

2
1
0

0
.
3
7
4

2
5

<
0
.
3

N
A
1.29 80

N
A

4
8
AB
M
W
-
0
5
B
R

0
4
/
1
3
/
2
0
1
5

<
1

N
A

<
1

<
1

N
A

<
1

<
0
.
0
1

3
.
0
6

<
1

N
A

<
1

7
.
1
2

1
1
0

N
A

1
1
5

1
7

<
2

<
0
.
2

N
A

<
0
.
2

1
6
0

0
.
5
2
8

1
7

<
0
.
3

N
A

<
0
.
3

8

N
A

6
AB
M
W
-
0
5
B
R

0
5
/
2
7
/
2
0
1
5

5
.
6
1

N
A

4
.
2
1

<
1

N
A

<
1

0
.
0
2
8

7
.
9
3

<
1

N
A

<
1

1
8
.
3

1
9
2

N
A

2
1
0

1
9

<
0
.
5

<
0
.
2

N
A

<
0
.
2

1
8
0

1
.
5

2
7

<
0
.
3

N
A

<
0
.
3

8

N
A

1
7
AB
M
W
-
0
5
B
R

0
9
/
0
1
/
2
0
1
5

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A

N
A
AM
W
-
0
1
B

0
5
/
1
9
/
2
0
1
5

2
.
4
5

N
A

2
.
5
5

<
1

N
A

<
1

0
.
0
1
5

2
.
5
7

<
1

N
A

<
1

2
2
.
1

8
3

N
A

8
5

1
2
0

<
0
.
1

<
0
.
2

N
A

<
0
.
2

2
8
0

0
.
5
5
8

6

<
0
.
3

N
A

<
0
.
3

1
4

N
A

6
AM
W
-
0
1
B

1
2
/
0
9
/
2
0
1
5

2
.
6

N
A

3

<
0
.
5

N
A

<
0
.
5

0
.
0
2
8

<
5

<
0
.
5

N
A

<
0
.
5

2
4
.
5

7
0

N
A

7
1

1
0
9

<
0
.
1

<
0
.
1

N
A

<
0
.
1

2
7
3

1
.
2

7
.
9

<
1

N
A

<
1

2
7

N
A

1
5

B
AM
W
-
0
1
B

D
U
P

1
2
/
0
9
/
2
0
1
5

2
.
6

N
A

2
.
9

<
0
.
5

N
A

<
0
.
5

0
.
0
3

<
5

<
0
.
5

N
A

<
0
.
5

2
4
.
7

7
0

N
A

7
0

1
0
9

<
0
.
1

<
0
.
1

N
A

<
0
.
1

2
4
6

1
.
4

8
.
7

<
1

N
A

<
1

1
2

N
A

1
5

B
AM
W
-
0
3
B

0
5
/
1
2
/
2
0
1
5

<
1

N
A

<
1

1
.
7
5

N
A

1
.
7
7

0
.
0
7
5

2
.
0
6

<
1

N
A

<
1
6.
0
7

5
9

N
A

6
0

3
.
3

<
0
.
1

<
0
.
2

N
A

<
0
.
2

7
2

1
.
4

8

<
0
.
3

N
A
0.344 97

N
A

<
5
AM
W
-
0
3
B

1
2
/
0
8
/
2
0
1
5

<
0
.
5

N
A

<
0
.
5

1
.
1

N
A

1
.
2

0
.
3

<
5

<
0
.
5

N
A

<
0
.
5

5
.
5
5

5
5

N
A

5
9

1
.
6

<
0
.
1

<
0
.
1

N
A

<
0
.
1

9
5

<
1

3
.
3

<
1

N
A

<
1

<
1
0

N
A

<
1
0
CB
-
0
4
B

0
4
/
0
8
/
2
0
1
5

N
A

N
A

5
.
3
9

N
A

N
A

<
5

N
A

5
.
3
8

N
A

N
A

<
1

1
6
.
4

N
A

N
A

N
A

6
2

N
A

N
A

N
A

<
0
.
2

1
8
0

N
A

<
5

N
A

N
A

N
A

N
A

N
A

<
5
CB
-
0
4
B

0
7
/
0
7
/
2
0
1
5

7
.
7
8

N
A

6
.
6
5

2
.
0
6

N
A

<
5

0
.
0
3
2

6

<
1

N
A

<
1

1
9

1
4
1

N
A

1
4
4

7
0

<
0
.
1

<
0
.
2

N
A

<
0
.
2

1
7
0

0
.
4
2
8

<
5

0
.
4
2
1

N
A
0.699 113

N
A

6
CB
-
0
4
B

0
9
/
0
2
/
2
0
1
5

4
.
3
3

3
.
6
8

N
A

2
.
1
1

2
.
3
8

N
A

N
A

N
A

<
1

<
1

N
A

N
A

1
3
5

1
3
4

N
A

N
A

N
A

<
0
.
2

<
0
.
2

N
A

N
A

N
A

N
A

0
.
4
8
4

0
.
3
8
9

N
A

1
1

6

N
A
CB
-
0
4
B

1
1
/
0
4
/
2
0
1
5

N
A

N
A

1
6
.
2

N
A

N
A

<
5

<
0
.
0
2
3

8
.
0
4

N
A

N
A

<
1

3
5
.
4

B
2

N
A

N
A

1
5
5

1
2
0

N
A

N
A

N
A

<
0
.
2

2
2
0

N
A

<
5

N
A

N
A
0.353 NA

N
A

<
5
CB
-
0
4
B

1
2
/
0
9
/
2
0
1
5

4
.
6

N
A

1
8

1
.
6

N
A

1
.
4

<
0
.
0
2

7
.
9
1

<
0
.
5

N
A

<
0
.
5

3
4
.
1

1
3
0

N
A

1
6
0

7
5
.
5

<
0
.
1

<
0
.
1

N
A

<
0
.
1

1
9
9

<
1

<
3
.
7

<
1

N
A

<
1

<
1
0

N
A

<
1
0
CB
-
0
8
B
R

0
5
/
1
1
/
2
0
1
5

1
.
2
6

N
A

1
.
2
9

1
.
8
3

N
A

4
.
36

0
.
3
6
2

5
.
1
1

3
.
1
3

N
A

3
.
9
3

8
.
7
9

2
2
8

N
A

2
5
1

3
4

<
0
.
1

<
0
.
2

N
A

<
0
.
2

2
9
0

0
.
2
8
4

<
5

<
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Page 12 of 15
TA
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Prepared by: BER Checked by: TDP
No
t
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s
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-

B
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d

h
i
g
h
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h
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c
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Page 13 of 15
TA
B
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2
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Page 15 of 15
TABLE 2-3
2015 HEXAVALENT CHROMIUM ANALYTICAL RESULTS
ASHEVILLE STEAM ELECTRIC PLANT
DUKE ENERGY PROGRESS, LLC, ARDEN, NC
Chromium (Hexavalent) Cr(VI) Speciation
US EPA 218.7 Brooks Rand IC-ICP-DRC-MS
ug/l ug/l
0.07 0.07
Sample ID Sample
Collection Date
ABMW-02 05/27/2015 NA 0.013
ABMW-02 09/01/2015 NA 0.011 B
ABMW-02 12/09/2015 <0.03 M1 NA
ABMW-04 05/26/2015 NA <0.007
ABMW-04 09/08/2015 NA <0.007
ABMW-04 12/10/2015 <0.03 NA
CB-05 12/09/2015 <0.03 NA
CB-06 12/08/2015 <0.03 NA
CB-07 12/08/2015 <0.03 NA
MW-10 12/08/2015 0.14 NA
MW-11 12/08/2015 0.65 NA
MW-15A 12/08/2015 <0.03 NA
MW-16A 12/08/2015 <0.03 NA
MW-17A 12/09/2015 <0.03 NA
MW-20A 09/03/2015 NA <0.006
MW-20A 12/09/2015 <0.03 NA
ABMW-02S 05/27/2015 NA 0.054
ABMW-02S 09/01/2015 NA 0.047 B
ABMW-02S 12/09/2015 <0.03 NA
ABMW-05S 05/26/2015 NA 0.017
ABMW-05S 09/01/2015 NA <0.006
ABMW-07S 05/27/2015 NA 0.232
ABMW-07S 09/03/2015 NA 0.026 j
CB-01 12/08/2015 0.031 NA
CB-04 12/09/2015 0.23 NA
CB-09 09/09/2015 NA 0.109
CB-09 12/08/2015 0.1 NA
CB-09 DUP 12/08/2015 0.11 NA
CB-09SL 09/08/2015 NA 0.111
CB-09SL 12/08/2015 0.2 NA
GW-01 12/09/2015 1 NA
GW-03 12/09/2015 0.16 NA
MW-08S 05/27/2015 NA 0.045
MW-08S 09/01/2015 NA 0.026 B
MW-08S 12/09/2015 0.035 NA
MW-09S 12/09/2015 0.37 NA
MW-24S 09/02/2015 NA 0.152
MW-24S 12/08/2015 0.3 M1 NA
PZ-26 12/10/2015 0.093 NA
ABMW-04D 05/26/2015 NA 0.02
ABMW-04D 09/08/2015 NA 0.021 j
ABMW-04D 12/10/2015 <0.03 NA
ABMW-04D DUP 12/10/2015 <0.03 NA
ABMW-05D 05/26/2015 NA 0.016
ABMW-05D 09/01/2015 NA 0.008 B
AMW-02A 12/09/2015 <0.03 NA
CB-01D 09/08/2015 NA 0.013 j
CB-01D 12/08/2015 <0.03 NA
CB-08 12/08/2015 0.39 NA
GW-01D 05/28/2015 NA 0.046
GW-01D 09/02/2015 NA 0.042 B
GW-01D 12/09/2015 0.072 NA
MW-01D 12/09/2015 <0.03 NA
MW-03D 12/09/2015 <0.03 NA
MW-05D 05/27/2015 NA 0.021
MW-05D 09/02/2015 NA <0.006
MW-05D 12/09/2015 <0.03 NA
MW-09D 12/09/2015 <0.03 NA
Analytical Parameter
Analytical Method
Reporting Units
NC DHHS Health Screening Level
Analytical Results
ASH PORE WATER
ALLUVIAL
SAPROLITE
TRANSITION ZONE
P:\Duke Energy Progress.1026\102. Asheville Ash Basin GW Assessment Plan\20.EG_CAP\CAP Part 2\Tables\Table 2-3 2015 Hexavalent Chromium Analytical
Results_2016-01-28.xlsx Page 1 of 2
TABLE 2-3
2015 HEXAVALENT CHROMIUM ANALYTICAL RESULTS
ASHEVILLE STEAM ELECTRIC PLANT
DUKE ENERGY PROGRESS, LLC, ARDEN, NC
Chromium (Hexavalent) Cr(VI) Speciation
US EPA 218.7 Brooks Rand IC-ICP-DRC-MS
ug/l ug/l
0.07 0.07
Sample ID Sample
Collection Date
Analytical Parameter
Analytical Method
Reporting Units
NC DHHS Health Screening Level
Analytical Results
MW-11D 12/08/2015 <0.03 NA
MW-12D 12/09/2015 0.1 NA
MW-13D 12/08/2015 <0.03 NA
MW-15D 12/08/2015 0.099 M1 NA
MW-18D 12/08/2015 <0.03 NA
MW-21D 06/30/2015 NA <0.021
MW-21D 09/01/2015 NA <0.006
MW-21D 12/08/2015 <0.03 NA
MW-22D 06/30/2015 NA 0.484
MW-22D 09/01/2015 NA 0.432
MW-22D 12/08/2015 0.73 NA
MW-23DL 06/30/2015 NA <0.021
MW-23DL 09/03/2015 NA <0.006
MW-23DL 12/09/2015 <0.03 NA
MW-23DU 06/24/2015 NA 0.022
MW-23DU 09/03/2015 NA 0.065
MW-23DU 12/09/2015 0.12 NA
ABMW-05BR 05/27/2015 NA 0.013
ABMW-05BR 09/01/2015 NA <0.006
AMW-01B 12/09/2015 <0.03 NA
AMW-01B DUP 12/09/2015 <0.03 NA
AMW-03B 12/08/2015 0.21 NA
CB-04B 12/09/2015 <0.03 NA
CB-08BR 12/08/2015 <0.03 NA
CB-09BR 05/28/2015 NA 0.014
CB-09BR 09/08/2015 NA 0.12
CB-09BR 12/08/2015 0.092 NA
GW-01BR 05/27/2015 NA 0.059
GW-01BR 09/01/2015 NA 0.009 B
GW-01BR 12/09/2015 <0.03 NA
GW-02 12/10/2015 0.072 NA
MW-01BR 12/09/2015 <0.03 NA
MW-05BR 12/09/2015 <0.03 NA
MW-09BR 12/09/2015 <0.03 NA
MW-13BR 12/08/2015 <0.03 NA
MW-14BR 12/09/2015 0.07 NA
MW-16BR 12/08/2015 <0.03 NA
MW-18BR 12/08/2015 0.065 NA
MW-22BR 06/30/2015 NA <0.021
MW-22BR 09/01/2015 NA <0.006
MW-22BR 12/08/2015 <0.03 NA
PZ-17D 12/09/2015 0.084 NA
PZ-17S 12/09/2015 0.12 NA
Prepared by: BER Checked by: TDP
Notes:
DUP = Duplicate
S.U. = Standard Unit
mV = millivolts
ug/l = microgram per liter
< = concentration not detected at or above the reporting limit
NE = Not established
B = Target analyte detected in method blank at or above the reporting limit.
- Bold highlighted concentration indicates exceedance of the North Carolina Department
of Health and Human Services from North Carolina Department of Environmental
M1 = Matrix spike recovery was high; the associated laboratory control spike was acceptable
j = indicates concentration reported below Practical Quantitation Limit (PQL), but above Method Detection Limit (MDL) and therefore concentration
is estimated
BEDROCK
P:\Duke Energy Progress.1026\102. Asheville Ash Basin GW Assessment Plan\20.EG_CAP\CAP Part 2\Tables\Table 2-3 2015 Hexavalent Chromium Analytical
Results_2016-01-28.xlsx Page 2 of 2
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e
d

N
a
t
u
r
a
l

At
t
e
n
u
a
t
i
o
n

(M
N
A
)

Gr
o
u
n
d
w
a
t
e
r

Re
c
o
v
e
r
y

W
e
l
l
s

an
d

M
N
A

Gr
o
u
n
d
w
a
t
e
r

R
e
c
o
v
e
r
y

We
l
l
s

w
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t
h

E
n
h
a
n
c
e
d

Fr
a
c
t
u
r
e

T
e
c
h
n
o
l
o
g
y

an
d

M
N
A

In-Situ Chemical Immobilization and MNA
Wi
l
l

r
e
m
e
d
i
a
l

a
l
t
e
r
n
a
t
i
v
e

b
e

pr
o
t
e
c
t
i
v
e

o
f

h
u
m
a
n

h
e
a
l
t
h
?

Ye
s

Y
e
s

Y
e
s

Y
e
s

Wh
e
n

w
i
l
l

r
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m
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d
i
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a
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e
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pr
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e
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o
f

h
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m
a
n

h
e
a
l
t
h
?

Cu
r
r
e
n
t

C
u
r
r
e
n
t

C
u
r
r
e
n
t

C
u
r
r
e
n
t

Wh
e
n

w
i
l
l

r
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m
e
d
i
a
l

a
l
t
e
r
n
a
t
i
v
e

b
e

pr
o
t
e
c
t
i
v
e

o
f

t
h
e

e
n
v
i
r
o
n
m
e
n
t
?

Cu
r
r
e
n
t

C
u
r
r
e
n
t

C
u
r
r
e
n
t

C
u
r
r
e
n
t

Ha
s

t
h
e

p
o
t
e
n
t
i
a
l

r
e
m
e
d
i
a
l

al
t
e
r
n
a
t
i
v
e

b
e
e
n

d
e
m
o
n
s
t
r
a
t
e
d

ef
f
e
c
t
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v
e

a
t

a
n
y

s
i
m
i
l
a
r

s
i
t
e
s
?

Ye
s

Y
e
s

Y
e
s

Y
e
s

Wi
l
l

r
e
m
e
d
i
a
l

a
l
t
e
r
n
a
t
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v
e

pe
r
m
a
n
e
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t
l
y

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e
m
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e

c
o
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t
a
m
i
n
a
n
t

fr
o
m

s
i
t
e
?

Ye
s

Y
e
s

Y
e
s

N
o

Wi
l
l

r
e
m
e
d
i
a
l

a
l
t
e
r
n
a
t
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e

t
o
x
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c
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t
y

o
f

c
o
n
t
a
m
i
n
a
n
t
s
?

Ye
s

N
o

N
o

Y
e
s

Wi
l
l

r
e
m
e
d
i
a
l

a
l
t
e
r
n
a
t
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e

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e

th
e

m
o
b
i
l
i
t
y

o
f

c
o
n
t
a
m
i
n
a
n
t
s
?

No

Y
e
s

Y
e
s

Y
e
s

Ca
n

t
h
e

e
f
f
e
c
t
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v
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s
s

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po
t
e
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r
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m
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d
i
a
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a
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t
e
r
n
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t
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v
e

b
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mo
n
i
t
o
r
e
d
,

m
e
a
s
u
r
e
d
,

a
n
d

va
l
i
d
a
t
e
d
?

Ye
s

Y
e
s

Y
e
s

Y
e
s

Pr
e
p
a
r
e
d

b
y
:

J
Y
T

C
h
e
c
k
e
d

b
y
:

T
D
P

  P:
\
D
u
k
e

E
n
e
r
g
y

P
r
o
g
r
e
s
s
.
1
0
2
6
\
1
0
2
.

A
s
h
e
v
i
l
l
e

A
s
h

B
a
s
i
n

G
W

A
s
s
e
s
s
m
e
n
t
P
l
a
n
\
2
0
.
E
G
_
C
A
P
\
C
A
P

P
a
r
t

2
\
T
a
b
l
e
s
\
T
a
b
l
e

6
-
1
_
6
-
5

e
v
a
l
u
a
t
i
o
n

t
ables.docx

P
a
g
e

1

o
f

1

TA
B
L
E

6
-
2

GR
O
U
N
D
W
A
T
E
R

R
E
M
E
D
I
A
T
I
O
N

A
L
T
E
R
N
A
T
I
V
E
S
C
R
E
E
N
I
N
G
-

I
M
P
L
E
M
E
N
T
A
B
I
L
I
T
Y

AS
H
E
V
I
L
L
E

S
T
E
A
M

E
L
E
C
T
R
I
C

P
L
A
N
T

DU
K
E

E
N
E
R
G
Y

P
R
O
G
R
E
S
S
,

L
L
C
,

A
R
D
E
N
,

N
C

Im
p
l
e
m
e
n
t
a
b
i
l
i
t
y

Al
t
e
r
n
a
t
i
v
e

1

A
l
t
e
r
n
a
t
i
v
e

2

A
l
t
e
r
n
a
t
i
v
e

3

A
l
t
e
r
n
a
t
i
v
e

4

Mo
n
i
t
o
r
e
d

N
a
t
u
r
a
l

At
t
e
n
u
a
t
i
o
n

(M
N
A
)

Gr
o
u
n
d
w
a
t
e
r

R
e
c
o
v
e
r
y

We
l
l
s

an
d

M
N
A

Gr
o
u
n
d
w
a
t
e
r

R
e
c
o
v
e
r
y

We
l
l
s

w
i
t
h

E
n
h
a
n
c
e
d

Fr
a
c
t
u
r
e

T
e
c
h
n
o
l
o
g
y

an
d

M
N
A

In-Situ Chemical Immobilization and MNA
Ar
e

t
h
e

m
a
t
e
r
i
a
l

r
e
s
o
u
r
c
e
s

a
n
d

ma
n
p
o
w
e
r

r
e
a
d
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l
y

a
v
a
i
l
a
b
l
e

t
o

f
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l
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y

im
p
l
e
m
e
n
t

t
h
e

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e
m
e
d
i
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l

a
l
t
e
r
n
a
t
i
v
e

in

a

t
i
m
e
l
y

m
a
n
n
e
r
?

Ye
s

Y
e
s

Y
e
s

Y
e
s

Do
e
s

t
h
e

r
e
m
e
d
i
a
l

a
l
t
e
r
n
a
t
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v
e

re
q
u
i
r
e

h
i
g
h
l
y

s
p
e
c
i
a
l
i
z
e
d

r
e
s
o
u
r
c
e
s

an
d
/
o
r

e
q
u
i
p
m
e
n
t
?

No

N
o

Y
e
s

Y
e
s

Is

t
h
e
r
e

s
u
f
f
i
c
i
e
n
t

o
n
s
i
t
e

a
n
d

o
f
f
s
i
t
e

ar
e
a

t
o

f
u
l
l
y

i
m
p
l
e
m
e
n
t

t
h
e

re
m
e
d
y
?

Ye
s

Y
e
s

Y
e
s

Y
e
s

Wi
l
l

w
a
s
t
e

m
a
t
e
r
i
a
l
s

b
e

m
a
n
a
g
e
d

ef
f
i
c
i
e
n
t
l
y
?

Ye
s

Ye
s

Y
e
s

Y
e
s

Do
e
s

t
h
e

r
e
m
e
d
i
a
l

a
l
t
e
r
n
a
t
i
v
e

re
q
u
i
r
e

a
n
y

p
e
r
m
i
t
s

a
n
d

c
a
n

t
h
e

pe
r
m
i
t
s

b
e

a
c
q
u
i
r
e
d

i
n

a

t
i
m
e
l
y

ma
n
n
e
r
?

NA

Y
e
s

Y
e
s

Y
e
s

Ca
n

t
h
e

r
e
m
e
d
i
a
l

a
l
t
e
r
n
a
t
i
v
e

b
e

im
p
l
e
m
e
n
t
e
d

s
a
f
e
l
y
?

Ye
s

Y
e
s

Y
e
s

Y
e
s

Ca
n

e
x
i
s
t
i
n
g

i
n
f
r
a
s
t
r
u
c
t
u
r
e

s
u
p
p
o
r
t

re
m
e
d
i
a
l

a
l
t
e
r
n
a
t
i
v
e
?

Ye
s

Y
e
s

Y
e
s

Y
e
s

Ca
n

t
h
e

r
e
m
e
d
i
a
l

a
l
t
e
r
n
a
t
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v
e

ac
h
i
e
v
e

a
l
l

a
p
p
l
i
c
a
b
l
e

o
r

r
e
a
s
o
n
a
b
l
e

an
d

a
p
p
r
o
p
r
i
a
t
e

r
e
q
u
i
r
e
m
e
n
t
s

(A
R
A
R
s
)
?

Ye
s

Y
e
s

Y
e
s

Y
e
s

Pr
e
p
a
r
e
d

b
y
:

J
Y
T

C
h
e
c
k
e
d

b
y
:

T
D
P

 P:
\
D
u
k
e

E
n
e
r
g
y

P
r
o
g
r
e
s
s
.
1
0
2
6
\
1
0
2
.

A
s
h
e
v
i
l
l
e

A
s
h

B
a
s
i
n

G
W

A
s
s
e
s
s
m
e
n
t
P
l
a
n
\
2
0
.
E
G
_
C
A
P
\
C
A
P

P
a
r
t

2
\
T
a
b
l
e
s
\
T
a
b
l
e

6
-
1
_
6
-
5

e
v
a
l
u
a
t
i
o
n

t
ables.docx

P
a
g
e

1

o
f

1

TA
B
L
E

6
-
3

GR
O
U
N
D
W
A
T
E
R

R
E
M
E
D
I
A
T
I
O
N

A
L
T
E
R
N
A
T
I
V
E

S
C
R
E
E
N
I
N
G
-

E
N
V
I
R
O
N
M
E
N
T
A
L

S
U
S
T
A
I
N
A
B
I
L
I
T
Y

AS
H
E
V
I
L
L
E

S
T
E
A
M

E
L
E
C
T
R
I
C

P
L
A
N
T

DU
K
E

E
N
E
R
G
Y

P
R
O
G
R
E
S
S
,

L
L
C
,

A
R
D
E
N
,

N
C

En
v
i
r
o
n
m
e
n
t
a
l

S
u
s
t
a
i
n
a
b
i
l
i
t
y

Al
t
e
r
n
a
t
i
v
e

1

A
l
t
e
r
n
a
t
i
v
e

2

A
l
t
e
r
n
a
t
i
v
e

3

A
l
t
e
r
n
a
t
i
v
e

4

Mo
n
i
t
o
r
e
d

N
a
t
u
r
a
l

At
t
e
n
u
a
t
i
o
n

(M
N
A
)

Gr
o
u
n
d
w
a
t
e
r

Re
c
o
v
e
r
y

W
e
l
l
s

a
n
d

MN
A

Gr
o
u
n
d
w
a
t
e
r

R
e
c
o
v
e
r
y

We
l
l
s

w
i
t
h

E
n
h
a
n
c
e
d

Fr
a
c
t
u
r
e

T
e
c
h
n
o
l
o
g
y

an
d

M
N
A

In-Situ Chemical Immobilization and MNA
Wi
l
l

t
r
e
a
t
m
e
n
t

p
e
r
m
a
n
e
n
t
l
y

re
m
o
v
e

t
a
r
g
e
t

c
o
n
s
t
i
t
u
e
n
t
s
?

Ye
s
,

w
i
l
l

e
v
e
n
t
u
a
l
l
y

fl
u
s
h

c
o
n
s
t
i
t
u
e
n
t
s

fr
o
m

s
i
t
e

t
o

r
i
v
e
r

Ye
s
,

w
i
t
h

d
i
s
c
h
a
r
g
e

th
r
o
u
g
h

e
x
i
s
t
i
n
g

NP
D
E
S

O
u
t
f
a
l
l
.

Ye
s
,

w
i
l
l

r
e
m
o
v
e

co
n
s
t
i
t
u
e
n
t
s

o
v
e
r

a

br
o
a
d
e
r

a
r
e
a

a
n
d

a
t

a

gr
e
a
t
e
r

r
a
t
e

t
h
a
n

Al
t
e
r
n
a
t
i
v
e

2

p
r
i
o
r

t
o

di
s
c
h
a
r
g
e

t
h
r
o
u
g
h

ex
i
s
t
i
n
g

N
P
D
E
S

O
u
t
f
a
l
l
.

No, will immobilize constituents over a broader area and reduce downgradient migration of constituents.
Wi
l
l

t
r
e
a
t
m
e
n
t

p
e
r
m
a
n
e
n
t
l
y

r
e
d
u
c
e

ta
r
g
e
t

c
o
n
s
t
i
t
u
e
n
t

t
o
x
i
c
i
t
y
?

Ye
s

Y
e
s

Y
e
s

Yes
Wi
l
l

t
r
e
a
t
m
e
n
t

r
e
d
u
c
e

t
h
e

m
o
b
i
l
i
t
y

of

t
a
r
g
e
t

c
o
n
s
t
i
t
u
e
n
t
s
?

No

Ye
s

Y
e
s

Y
e
s

Wi
l
l

t
r
e
a
t
m
e
n
t

t
r
a
n
s
f
e
r

t
a
r
g
e
t

co
n
s
t
i
t
u
e
n
t
s

f
r
o
m

o
n
e

m
e
d
i
a

t
o

an
o
t
h
e
r
?

Ye
s

Ye
s

N
o

N
o

Ra
n
k

a
l
t
e
r
n
a
t
i
v
e
s
*
:

c
a
r
b
o
n

fo
o
t
p
r
i
n
t

1
3
4

2

Ra
n
k

a
l
t
e
r
n
a
t
i
v
e
s
*
:

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P:\Duke Energy Progress.1026\102. Asheville Ash Basin GW Assessment Plan\20.EG_CAP\CAP Part 2\Tables\Table 6-1_6-5
evaluation tables.docx Page 1 of 1
TABLE 6-4
GROUNDWATER REMEDIATION ALTERNATIVE SCREENING- ESTIMATED COST
ASHEVILLE STEAM ELECTRIC PLANT
DUKE ENERGY PROGRESS, LLC, ARDEN, NC

Estimated
Groundwater
Remediation
Cost
Alternative 1 Alternative 2 Alternative 3 Alternative 4
Monitored
Natural
Attenuation
(MNA)
Groundwater
Recovery Wells
and
MNA
Groundwater
Recovery Wells with
Enhanced Fracture
Technology and MNA
In-Situ
Chemical
Immobilization
and MNA
Capital Cost $800 K $2.4 M $ 2.8 M $ 1.7 M
30 year
Operation and
Maintenance
Cost
$2.9 M $2.9 M $ 2.9 M $ 1.8 M
Total Cost $3.7 M $5.3 M
(+MNA cost)
$ 5.7 M
(+MNA cost)
$ 3.5 M
(+MNA cost)
Prepared by: JYT Checked by: TDP

P:\Duke Energy Progress.1026\102. Asheville Ash Basin GW Assessment Plan\20.EG_CAP\CAP Part 2\Tables\Table 6-1_6-5
evaluation tables.docx Page 1 of 1
TABLE 6-5
GROUNDWATER REMEDIATION ALTERNATIVE SCREENING- COMMUNITY ACCEPTANCE
ASHEVILLE STEAM ELECTRIC PLANT
DUKE ENERGY PROGRESS, LLC, ARDEN, NC

Stakeholder
Acceptance
Alternative 1 Alternative 2 Alternative 3 Alternative 4
Monitored
Natural
Attenuation
(MNA)
Groundwater
Recovery Wells and
MNA
Groundwater
Recovery Wells with
Enhanced Fracture
Technology and MNA
In-Situ
Chemical
Immobilization
and MNA
Public
acceptance Moderate
Moderately High
Proactive approach
but generates
wastewater discharge
Moderately High
Proactive approach but
generates wastewater
discharge
Moderate
Long time frame
Regulatory
acceptance Moderate
Moderately High
Proactive approach
but generates
wastewater discharge
Moderately High
Proactive approach but
generates wastewater
discharge
Moderate
Challenges with
implementation
Prepared by: JYT Checked by: TDP

TA
B
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6
-
6

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TABLE 6-7
INPUT PARAMETERS AND VALUES FOR CONVECTIVE-DISPERSIVE FLOW
EQUATION BASED UPON ASHEVILLE DATA
ASHEVILLE STEAM ELECTRIC PLANT
DUKE ENERGY PROGRESS, LLC, ARDEN, NC

P:\Duke Energy Progress.1026\102. Asheville Ash Basin GW Assessment Plan\20.EG_CAP\CAP Part 2\Tables\Table 6-7 Input
Parameters and Values for CD Flow Equation.docx Page 1 of 1
Parameter Nomenclature Value Source of Value
Began Sluicing Ash - 1964 CSA
Ceased Sluicing to
Ash Basins - 2012 CSA
Duration of Source
Term to 49 years Calculated
Source
Concentration
(µg/L)
co 5,600 boron,
3.22 cobalt
Mean values from Ash
Pore Wells
(Exceedances Only)
2015 Data*
Background
Concentration
(µg/L)
ci 50 boron,
0.5 cobalt Detection Limits
Hydraulic
Conductivity (ft/yr) k 311
Geomean of Saprolite
and Transition Zone
Table 6-5 CSA**
Hydraulic Gradient i .097
Average of surficial
gradients
representative of
aquifer***
Effective Porosity ne 0.45 CSA
Seepage Velocity
(ft/yr) vs=ki/ne 67 Calculated
Dispersivity (ft) α 20 0.1*2000
Dispersion (ft2/yr) D = αvs 1340 Calculated
Distribution
Coefficient (ml/g) Kd 0.1 boron,
2.5 cobalt Falta et al., 2015
Time from
Introduction of
Constituent (years)
t Varies To capture the length
of plume
Distance from
Boundary of Ash
Basin (feet)
x 750 feet Measured (midpoint
of dam to River)
Calculated
Concentration c(x,t) As shown µg/L Calculated.
Prepared By: KDB Checked By: DGN
* Round 1, 2, and 3 sampling events. 5600 (MW-08S) was chosen for Boron. It is the highest observed concentration
measured in 2015 and more accurately reflects the believed source concentration due to its quick migration.
**These areas most accurately represent the groundwater movement
***The three representative gradients chosen were calculated from Round 3 Sampling measurements and are as
follows: MW-03D to CB-05 (0.054), APD-07 to GW-02 (0.103), and MW-85 to MW-17A (0.133) ft/ft

TA
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Page 1 of 1
TABLE 6-9
10 EXTRACTION WELL COST SUMMARY
ASHEVILLE STEAM ELECTRIC PLANT
DUKE ENERGY PROGRESS, LLC, ARDEN, NC
Item Quantity Unit Unit Cost Total Cost Source Basis for Cost
Pre-design Field Assessment 1 LS $200,000 $200,000 Similar project Includes borehole geophysics at 10 locations
Mobilization / Demobilization 6 LS $5,000 $30,000 Similar project 10 day work week
Upgrade Roads/ Accessibility 2 LS $35,000.00 $70,000 Similar project
Effluent Pipe and Underground Electrical (Materials and
trenching/backfilling)12,000 FT $23.76 $285,120 Similar project
Pumps and Well Head Equipment 10 EA $13,170.00 $131,700 Similar project
Submersible pump; controller, valves, electrical,
etc., installed
Equipment Decontamination (Including decontamination pad) 30 EA $710.00 $21,300 Similar project Includes cost for 3 hrs per well
Drilling and Materials (10 wells, 10" diameter, 150' depth) 1,500 LF $174.00 $261,000 Similar project Air hammer drilling
Well Development 80 HR $120.00 $9,600 Similar project 8 hours development per well
Installation Oversight (Geologist and Equipment) 60 EA $2,000.00 $120,000 Similar project Approximately 6 days per well
Mobilization / Demobilization 2 LS $10,000.00 $20,000 Similar project
Upgrade Roads/ Accessibility 2 LS $15,000.00 $30,000 Similar project
Site Prep, Foundation, Electrical, Security 3,200 SF $80.00 $256,000 Similar project 40' x 40' area for site prep
Instrumentation and Controls, Equilization Tank, Piping, and Valves 2 LS $40,000.00 $80,000 Similar project
Obtain NPDES Permit 1 LS $40,000.00 $40,000 Similar project Ammend current permit
Mobilization / Demobilization 2 LS $10,000.00 $20,000 Similar project
Effluent Pipe (Trenching, backfilling, and surface restoration) 1,050 FT $18.00 $18,900 Similar project
Transfer Pumps 2 LS $10,000.00 $20,000 Similar project
Casing Pipe for Road Crossings 2 EA $3,000.00 $6,000 Similar project
Road and Driveway Restoration 200 SY $20.00 $4,000 Similar project
Remedial Design 1 LS $150,000 $150,000 Similar project
Health & Safety 5%% DCC 71,200 Similar project
Bonds & Insurance 5%% DCC 71,200 Similar project
Contingency 20%% DCC 284,800 Similar project
Construction Management & Engineering Services 15%% DCC 213,600 Similar project
Operator 12 Mo $5,000.00 $60,000 Similar project 80 hours per month
Treatment System Sampling 52 WK $600.00 $31,200 Similar project Analysis
Miscellaneous Repairs 1 YR $55,000.00 $55,000 Similar project
Present Worth $2,453,300 Similar project n=30 yrs, i=4.25%, PWF=16.78
Extraction Well Pumps 40 LS $1,500 $60,000 Similar project
Well Replacements 2 LS $20,000 $40,000 Similar project
Transfer Pumps 4 EA $10,000 $40,000 Similar project
Present Worth $152,600 Similar project n=10&20, i=4.25%, PWF=1.09
Remedy Review 1 EA $100,000 $100,000 Similar project Completed every five years
Present Worth $308,000 Similar project n=5, 10, 15, 20, 25, 30, i=4.25%, PWF=3.08
Total Direct Capital Costs $1,623,700
Total Indirect Capital Costs $790,800
Total 30 Year O&M Costs (Present Worth)$2,913,900
Effectiveness Monitoring 30 Years $3,684,270
TOTAL COST $9,012,670
Prepared By: JYT Checked By: TDP
Notes:
LS = Lump Sum, EA = Each, FT = Foot, LF = Linear Foot, SY = Square Yard, HR = Hour, Mo = Month, WK = Week, YR = Year, DCC = Direct Capital Cost, O&M = Operation and Maintenance, PWF = Present Worth
Factor , n = Time, I = Interest rate (provided by Duke Progress, LLC)
Present Worth was calcualted using the Uniform Series Present Worth Factor at: http://www.ajdesigner.com/phpdiscountfactors/uniform_series_present_worth_equation.php
Extraction Well System - 10
Direct Capital Costs
Indirect Capital Costs
Annual Operating and Maintenance
New Equipment (Years 10 & 20)
Discharge System - Surface Water
Treatment System - Holding Tank
Extraction System
P:\Duke Energy Progress.1026\102. Asheville Ash Basin GW Assessment Plan\20.EG_CAP\CAP Part 2\Tables\Table 6-8_6-10 Cost Summary Tables.xlsx Page 1 of 1
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Prepared By: JYT Checked By: TDP
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Page 1 of 1
TABLE 9-1
EFFECTIVENESS MONITORING PARAMETERS
ASHEVILLE STEAM ELECTRIC PLANT
DUKE ENERGY PROGRESS, LLC, ARDEN, NC
PARAMETER RL UNITS METHOD
pH NA SU Field Water Quality Meter
Specific Conductance NA µS/cm Field Water Quality Meter
Temperature NA ºC 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
Aluminum 5 µg/L EPA 200.7 or 6010C
Aluminum 5 µg/L EPA 200.7 or 6010C
Antimony 1 µg/L EPA 200.8 or 6020A
Arsenic 1 µg/L EPA 200.8 or 6020A
Barium 5 µg/L EPA 200.7 or 6010C
Beryllium 1 µg/L EPA 200.8 or 6020A
Boron 50 µg/L EPA 200.7 or 6010C
Cadmium 1 µg/L EPA 200.7 or 6010C
Chromium 1 µg/L EPA 200.7 or 6010C
Cobalt 1 µg/L EPA 200.8 or 6020A
Copper 5 µg/L EPA 200.7 or 6010C
Iron 10 µg/L EPA 200.7 or 6010C
Lead 1 µg/L EPA 200.8 or 6020A
Manganese 5 µg/L EPA 200.8 or 6020A
Mercury (low level) 0.012 µg/L EPA 245.7 or 1631
Molybdenum 1 µg/L EPA 200.8 or 6020A
Nickel 1 µg/L EPA 200.7 or 6010C
Selenium 1 µg/L EPA 200.8 or 6020A
Strontium 1 µg/L EPA 200.8 or 6020A
Thallium (low level) 0.2 µg/L EPA 200.8 or 6020A
Vanadium 0.3 µg/L EPA 200.8 or 6020A
Zinc 5 µg/L EPA 200.7 or 6010C
Radium 226 1 pCi/L EPA 903.1 Modified
Radium 228 3 pCi/L EPA 904.0/SW846 9320 Modified
Uranium (233, 234, 236, 238) Varies by isotope µg/L SW846 3010A/6020A
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
Hardness NA mg/L as CaCO3 EPA 130.1
Nitrate as N 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
Sulfate 0.1 mg/L EPA 300.0 or 9056A
Total Dissolved Solids 25 mg/L SM 2540C
Total Suspended Solids 2 mg/L SM 2450D
Notes:
INORGANICS
FIELD PARAMETERS
2. NA indicates not applicable.
1. Select constituents will be analyzed for total and dissolved concentrations.
ANIONS/CATIONS
Prepared by: BDW Checked by: TDP
RADIONUCLIDES
P:\Duke Energy Progress.1026\102. Asheville Ash Basin GW Assessment Plan\20.EG_CAP\CAP Part 2\Tables\Table 9‐1 Asheville Effectiveness Monitoring Parameters.xlsx Page 1 of 1
TABLE 9-2
PROPOSED EFFECTIVENESS MONITORING WELL LOCATIONS
ASHEVILLE STEAM ELECTRIC PLANT
DUKE ENERGY PROGRESS, LLC, ARDEN, NC
Monitoring
Well ID
Geologic Unit
Monitored Rationale Running
Count
AMW-3B Bedrock Determine background concentrations upland of basins 1
CB-01D Transition Zone Determine background concentrations upland of basins 2
CB-09SL Saprolite Determine background concentrations upland of basins 3
CB-09BR Bedrock Determine background concentrations upland of basins 4
MW-10 Alluvium Determine background concentrations upland of basins 5
MW-24S Saprolite Determine background concentrations upland of basins 6
CB-08BR Bedrock Monitor contaminant migration northwest of basins 7
GW-01D Transition Zone Determine concentrations north of basins 8
GW-01BR Bedrock Determine concentrations north of basins 9
GW-2 Bedrock Adjacent to 1964 basin, intersecting flow path to French Broad 10
MW-01D Transition Zone Monitor conditions immediately north of 1982 basin 11
MW-01BR Bedrock Monitor conditions immediately north of 1982 basin 12
MW-03D Transition Zone Downslope of ash basin in southwest direction 13
MW-05D Transition Zone Downslope of ash basin in southwest direction 14
MW-05BR Bedrock Downslope of ash basin in southwest direction 15
MW-08S Saprolite Adjacent to 1964 basin, intersecting flow path to French Broad 16
MW-11 Alluvium Downslope of ash basin, adjacent to French Broad 17
MW-11D Transition Zone Downslope of ash basin, adjacent to French Broad 18
MW-13D Transition Zone Monitor contaminant migration northwest of basins 19
MW-13BR Bedrock Monitor contaminant migration northwest of basins 20
MW-14BR Bedrock Monitor contaminant migration northwest of basins 21
MW-15A Alluvium Downslope of ash basin, adjacent to French Broad 22
MW-15D Transition Zone Downslope of ash basin, adjacent to French Broad 23
MW-16A Alluvium Downslope of ash basin, adjacent to French Broad 24
MW-16BR Transition Zone Downslope of ash basin, adjacent to French Broad 25
MW-17A Alluvium Downslope of ash basin, adjacent to French Broad 26
MW-18D Transition Zone Downslope of ash basin, adjacent to French Broad 27
MW-18BR Bedrock Downslope of ash basin, adjacent to French Broad 28
MW-20A Alluvium Downslope of ash basin, adjacent to French Broad 29
MW-21D Transition Zone Downslope of ash basin in southwest direction 30
MW-22D Transition Zone Downslope of ash basin in southwest direction 31
MW-22BR Bedrock Downslope of ash basin in southwest direction 32
MW-23DU Transition Zone Monitor contaminant migration south of ash basin 33
MW-23DL Transition Zone Monitor contaminant migration south of ash basin 34
Prepared by: BDW Checked by:TDP
File: P:\Duke Energy Progress.1026\102. Asheville Ash Basin GW Assessment Plan\20.EG_CAP\CAP Part 2\Tables\Table 9-2 Proposed Effectiveness
Monitoring Locations.xlsx
Page 1 of 1
TABLE 9-3
PROPOSED SURFACE WATER AND SEEP MONITORING LOCATIONS
ASHEVILLE STEAM ELECTRIC PLANT
DUKE ENERGY PROGRESS, LLC, ARDEN, NC
Location ID
N-01
F-03
64EO-1
64EO-2
64EO-3
82EO-1
82EO-2
SW-06
SW-07
repared by: BDW Checked by: TDP
P:\Duke Energy Progress.1026\102. Asheville Ash Basin GW Assessment Plan\20.EG_CAP\CAP Part 2\Tables\Table 9-
3 Proposed Surface Water Monit Loc.xlsx Page 1 of 1