NC0038377_Vertical Hydraulic Cond_20150902

B L E INC.
PROJECT:
PROJECT NO.:
DATE RECEIVED:
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
SYNTERRA
DUKE-MAYO
J15-5612-03
6-22-15
TESTED BY: JOHN MATHEW
CHECKED BY: PAUL YARBER
SAMPLE NO. ABMW-04 SAMPLE LOCATION: 39.0-41.5'
TYPE UNDISTURBED SAMPLE DESCRIPTION: GREY & BROWN FL-MED. SANDY CLAY
SAMPLE DIMENSIONS AND PROPERTIES
ITEM
INITIAL
FINAL
inches
centimeters
inches
centimeters
Sample Length
2.949
7.490
2.936
7.457
Sample Diameter
2.862
7.269
2.861
7.267
Length/Diameter Ratio
1
1.03
Moisture Content (%)
WW= 173.8 DW=
135.6
28.2
WW= 188.8
DW= 144.2
30.9
Sample Wet Weight (grams)
598.8
598.7
Wet Density (cf)
120.2
120.8
Dry Density cf)
93.8
92.3
Saturation (%) TESTED SG=
2.624
99
100
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
(PERMOMETER)
Chamber Pressure (psi) 81
Reset Date
(Y/N)
Influent Pressure (psi) 60
Clock Time Elapsed Time HAGUT
cm
HAIN
cm
Effluent Pressure (psi)
Temp Gradient
°C
60
K
(cm/sec)
B-Value
Temp
Correction
0.96
K20'C
(cm/sec)
Y
8-4-15
2:10:15
7.2
1.47
21.0
10
8-4-15
2:24:31
0:14:16
6.5
1.50
21.0
9
6.9E-08
0.976
6.7E-08
8-4-15
2:26:49
0:16:34
6.4
1.51
21.0
9
6.8E-08
0.976
6.7E-08
8-4-15
2:29:11
0:18:56
6.3
1.51
1 21.0
8
6.8E-08
0.976
6.6E-08
8-4-15
2:31:34
0:21:19
6.2
1.52
1 21.0
8
6.8E-08
0.976
6.6E-08
HYDRAULIC CONDUCTIVITY (K20.0 6.6E-08 cm/sec

B L E INC.
PROJECT:
PROJECT NO.:
DATE RECEIVED:
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
SYNTERRA
DUKE-MAYO
J15-5612-03
5-21-15
TESTED BY: JOHN MATHEW
CHECKED BY: PAUL YARBER
SAMPLE NO. ABMW-3 SAMPLE LOCATION: 40.0-42.0'
TYPE UNDISTURBED SAMPLE DESCRIPTION: BROWN & GREY FI. SANDY CLAY
SAMPLE DIMENSIONS AND PROPERTIES
ITEM
INITIAL
FINAL
inches
centimeters
inches
centimeters
Sample Length
2.933
7.450
2.923
7.424
Sample Diameter
2.857
7.257
2.842
7.219
Length/Diameter Ratio
1.03
Moisture Content (%)
WW= 164.3 DW=
121.5
35.2
WW= 203.6
Dw= 156.0
30.5
Sample Wet Weight (grams)
584.6
578.0
Wet Density (cf)
118.4
118.7
Dry Density cf)
87.6
91.0
Saturation (%) TESTED SG=
2.654
100
99
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
(PERMOMETER)
Chamber Pressure (psi)
Reset Date
(Y/N)
82.8 Influent Pressure (psi) 60
Clock Time Elapsed Time HAGUT
(cm
HAIN
(cm
Effluent Pressure (psi)
Temp Gradient
°C
60
K
(cm/sec)
B-Value
Temp
Correction
0.96
K20'C
(cm/sec)
Y
8-4-15
1:41:34
12.9
1.24
21.0
20
8-4-15
1:54:06
0:12:32
12.4
1.26
21.0
19
2.6E-08
0.976
2.6E-08
8-4-15
1:56:58
0:15:24
12.3
1.27
21.0
19
2.6E-08
0.976
2.5E-08
8-4-15
2:00:18
0:18:44
12.2
1.27
21.0
19
2.5E-08
0.976
2.4E-08
8-4-15
2:03:22
0:21:48
12.1
1.27
21.0
19
2.5E-08
0.976
2.4E-08
HYDRAULIC CONDUCTIVITY (K20.0 2.5E-08 cm/sec

B L E INC.
PROJECT:
PROJECT NO.:
DATE RECEIVED:
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
SYNTERRA
DUKE - MAYO TESTED BY: JOHN MATHEW
J15-5612-03 CHECKED BY: PAUL YARBER
5-21-15
SAMPLE NO.
ABMW-3
SAMPLE LOCATION:
3.0-4.9'
TYPE
REMOLDED
SAMPLE DESCRIPTION:
GREY SILTY FI: CO. SAND
SAMPLE DIMENSIONS AND PROPERTIES
ITEM
INITIAL
FINAL
inches
centimeters
inches
centimeters
Sample Length
3.000
7.620
2.930
7.442
Sample Diameter
2.850
7.239
2.865
7.277
Length/Diameter Ratio
1.05
Moisture Content (%)
WDW- 109.5
16.3
WW- 481.0
DW= 333.7
44.1
Sample Wet Weight (grams)
385.8
481.0
Wet Densityc
76.8
97.0
Dry Density ( cf)
66.1
67.3
Saturation (%) TESTED sCI- 2.674
28
11
80
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
FALLING HEAD TEST
Confining Pressure (psi) 72.9 Influent Pressure (psi) 70.2
Effluent Pressure (psi) 70.0
B-Value 0.95
Date
Clock Time
Elapsed
Time
seconds
Pipet Readings
Head
Temp
°C
Gradient
K
(cm/sec)
Temp
Correction
K20'C
(cm/sec)
Initial
Final
Initial
cm
Final
cm
Start
End
in
out
in
out
8-4-45
3:02:00
3:02:12
12
1.0
23.0
3.0
21.0
40 0092
35.361
21.0
5
7.9E-04
0.976
7.7E-04
8-4-45
3:02:12
3:02:25
13
3.0
21.0
5.0
19.0
35.361
30.629
21.0
5
8.4E-04
0.976
8.2E-04
8-4-45
3:02:25
3:02:41
16
5.0
19.0
7.0
17.0
30.629
25.897
21.0
5
7.9E-04
0.976
7.7E-04
8-4-45
3:02:41
3:03:00
19
7.0
17.0
9.0
15.0
25.897
21.166
21.0
5
8.0E-04
0.976
7.8E-04
Pipet Length, cm
28.390
------
24
------
0.84541
28.390
------
24
------
0.8454
-------------- ----
Pipet Volume, cc
------------------
Cross -sectional Area of
Pipet, cm2
HYDRAULIC CONDUCTIVITY (K2o.C) 7.9E-04 cm/sec

B L E INC.
PROJECT:
PROJECT NO.:
DATE RECEIVED:
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
SYNTERRA
DUKE-MAYO
J15-5612-03
5-21-15
TESTED BY: JOHN MATHEW
CHECKED BY: PAUL YARBER
SAMPLE NO. MW-12 SAMPLE LOCATION: 5.0-6.2'
TYPE UNDISTURBED SAMPLE DESCRIPTION: REDDISH BROWN FI. SANDY SILT
SAMPLE DIMENSIONS AND PROPERTIES
ITEM
INITIAL
FINAL
inches
centimeters
inches
centimeters
Sample Length
2.926
7.432
2.904
7.376
Sample Diameter
2.842
7.219
2.841
7.216
Length/Diameter Ratio
1.03
Moisture Content (%)
WW= 135.7 DW-
107.5
26.2
WW= 176.0
Dw= 136.9
28.6
Sample Wet Weight (grams)
592.4
604.2
Wet Density (cf)
121.6
125.0
Dry Density cf)
96.3
97.3
Saturation (%) TESTED SCr- 2.714
94
100
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
(PERMOMETER)
Chamber Pressure (psi) 65.2 Influent Pressure (psi) 60 Effluent Pressure (psi) 60
B-Value 0.96
Reset
(Y/N)
Date
Clock Time
Elapsed Time
HAoUT HAIN Temp
cm cm °C
Gradient
K
(cm/sec)
Temp
Correction
K20'C
(cm/sec)
Y
8-4-15
7:57:39
7.2 1.47 20.5
10
8-4-15
8:01:15
0:03:36
6.5 1.50 20.5
9
2.7E-07
0.988
2.7E-07
8-4-15
8:01:50
0:04:11
6.4 1.51 20.5
9
2.7E-07
0.988
2.7E-07
8-4-15
8:02:29
0:04:50
6.3 1.51 20.5
9
2.7E-07
0.988
2.6E-07
8-4-15
8:03:08
0:05:29
6.2 1.52 20.5
8
2.6E-07
0.988
2.6E-07
HYDRAULIC CONDUCTIVITY (K20.0 2.7E-07 cm/sec

B L E INC.
PROJECT:
PROJECT NO.:
DATE RECEIVED:
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
SYNTERRA
DUKE-MAYO
J15-5612-03
5-21-15
TESTED BY: JOHN MATHEW
CHECKED BY: PAUL YARBER
SAMPLE NO.
MW-12
SAMPLE LOCATION:
50.0-52.35'
TYPE
UNDISTURBED
SAMPLE DESCRIPTION:
LIGHT GREY FI. SANDY SILT
SAMPLE DIMENSIONS AND PROPERTIES
ITEM
INITIAL
FINAL
inches
centimeters
inches
centimeters
Sam le Length
2.968
7.539
2.924
7.427
Sample Diameter
2.880
7.315
2.865
7.277
Length/Diameter Ratio
1.03
ff
Moisture Content (°/o)
WW= 1s2.1 DW- 138.2
31.8
WW= 136.5
DW- 101.5
34.5
Sample Wet Weight (grams)
558.6
573.9
Wet Density cf)
110.1
116.0
Dry Density ( cf)
83.5
86.2
Saturation (%) �= so= 2.684
85
11
98
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
FALLING HEAD TEST
Confining Pressure (psi) 91.2 Influent Pressure (psi)
7
Effluent Pressure (psi) 60.0
B-Value 0.95
Date
Clock Time
Elapsed
Time
seconds
Pipet Readings
Head
Temp
°C
Gradient
K
(cm/sec)
Temp
Correction
K20'C
(cm/sec)
Initial
Final
Initial
cm
Final
cm
Start
End
in
out
in
out
8-4-45
2:30:00
2:31:48
108
1.0
23.0
2.0
22.0
40.092
37.726
21.0
5
4.3E-05
0.976
4.1E-05
8-4-45
2:31:48
2:33:42
114
2.0
22.0
3.0
21.0
37.726
35.361
21.0
5
4.3E-05
0.976
4.2E-05
8-4-45
2:33:42
2:35:45
123
3.0
21.0
4.0
20.0
35.361
32.995
21.0
5
4.2E-05
0.976
4.1E-05
8-4-45
2:35:45
2:37:56
131
5.0
19.0
32.995
30.629
21.0
5
4.3E-05
0.976
4.2E-05
Pipet Length, cm
------------------ Pipet Volume,cc
t0.0
.390
24----- --
.8454
Cross-sectional Area ofPipet, cm2
HYDRAULIC CONDUCTIVITY (K20-C) 4.2E-05 cm/sec

B L E INC.
PROJECT:
PROJECT NO.:
DATE RECEIVED:
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
SYNTERRA
DUKE-MAYO
J15-5612-03
5-21-15
TESTED BY: JOHN MATHEW
CHECKED BY: PAUL YARBER
SAMPLE NO. MW-13 SAMPLE LOCATION: 2.5-4.75'
TYPE UNDISTURBED SAMPLE DESCRIPTION: GREY & BROWN FI. SANDY SILT
SAMPLE DIMENSIONS AND PROPERTIES
ITEM
INITIAL
FINAL
inches
centimeters
inches
centimeters
Sample Length
2.933
7.450
2.933
7.450
Sample Diameter
2.861
7.267
2.861
7.267
Length/Diameter Ratio
1
1.03
Moisture Content (%)
WW= 148.3 DW=
115.9
28.0
WW= 223.7
DW= 174.0
28.6
Sample Wet Weight (grams)
606.4
610.7
Wet Density (cf)
122.5
123.4
Dry Density cfj
1
95.7
96.0
Saturation (%) TESTED SG=
2.654
100
100
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
(PERMOMETER)
Chamber Pressure (psi) 64 Influent Pressure (psi) 60 Effluent Pressure (psi) 60 B-Value 0.96
Reset
(Y/N)
Date
Clock Time
Elapsed Time
HAoUT HAIN Temp
(cm (cm °C
Gradient
K
(cm/sec)
Temp
Correction
K20'C
(cm/sec)
Y
8-4-15
11:16:16
7.2 1.47 20.5
10
8-4-15
11:18:37
0:02:21
5.5 1.54 20.5
7
1.1E-06
0.988
1.1E-06
8-4-15
11:18:48
0:02:32
5.4 1.55 20.5
7
1.1E-06
0.988
1.1E-06
8-4-15
11:19:00
0:02:44
5.3 1.55 20.5
7
1.1E-06
0.988
1.1E-06
8-4-15
11:19:12
0:02:56
5.2 1.56 20.5
6
1 1.1E-06
0.988
1.1E-06
HYDRAULIC CONDUCTIVITY (K20.0 1.IE-06 cm/sec

B L E INC.
PROJECT:
PROJECT NO.:
DATE RECEIVED:
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
SYNTERRA
DUKE-MAYO
J15-5612-03
5-21-15
TESTED BY: JOHN MATHEW
CHECKED BY: PAUL YARBER
SAMPLE NO. MW-16 SAMPLE LOCATION: 5.0-6.75'
TYPE UNDISTURBED SAMPLE DESCRIPTION: GREY SILTY FL - CO. SAND
SAMPLE DIMENSIONS AND PROPERTIES
ITEM
INITIAL
FINAL
inches
centimeters
inches
centimeters
Sample Length
2.955
7.506
2.912
7.396
Sample Diameter
2.862
7.269
2.860
7.264
Length/Diameter Ratio
1.03
Moisture Content (%)
WW= 194.9 Dw=
170.7
14.2
WW= 220.6
Dw= 192.3
14.7
Sample Wet Weight (grams)
646.3
658.6
Wet Density (cf)
129.5
134.1
Dry Density cf)
113.4
116.9
Saturation (%) TESTED SG=
2.664
81
93
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
(PERMOMETER)
Chamber Pressure (psi) 63.4 Influent Pressure (psi) 60 Effluent Pressure (psi) 60 B-Value 0.96
Reset
(Y/N)
Date
Clock Time
Elapsed Time
HAGUT HAIN Temp
(cm cm °C
Gradient
K
(cm/sec)
Temp
Correction
K20'C
(cm/sec)
Y
8-4-15
11:39:48
4.4 1.59 21.0
5
8-4-15
11:40:08
0:00:20
3.5 1.63 21.0
4
8.7E-06
0.976
8.5E-06
8-4-15
11:40:24
0:00:36
3.0 1.65 21.0
3
8.7E-06
0.976
8.5E-06
8-4-15
11:40:48
0:01:00
2.5 1.67 21.0
1 2
1 8.7E-06
0.976
8.5E-06
8-4-15
11:41:03
0:01:15
2.3 1.68 21.0
1 1
1 8.6E-06
0.976
8.4E-06
HYDRAULIC CONDUCTIVITY (K20.0 8.5E-06 cm/sec

B L E INC.
PROJECT:
PROJECT NO.:
DATE RECEIVED:
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
SYNTERRA
DUKE-MAYO
J15-5612-03
5-21-15
TESTED BY: JOHN MATHEW
CHECKED BY: PAUL YARBER
SAMPLE NO. SB-1 SAMPLE LOCATION: 4.0-5.5'
TYPE UNDISTURBED SAMPLE DESCRIPTION: LIGHT BROWN FL SANDY CLAY
SAMPLE DIMENSIONS AND PROPERTIES
ITEM
INITIAL
FINAL
inches
centimeters
inches
centimeters
Sample Length
2.922
7.422
2.948
7.488
Sample Diameter
2.839
7.211
2.850
7.239
Length/Diameter Ratio
1.03
Moisture Content (%)
ww= 153.6 Dw=
122.2
25.7
ww= 149.1
Dw= 113.4
31.5
Sample Wet Weight (grams)
556.7
581.5
Wet Density (cf)
114.7
117.8
Dry Density cf)
91.2
89.6
Saturation (%) TESTED so= 2.634
84
99
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
(PERMOMETER)
Chamber Pressure (psi) 64.4 Influent Pressure (psi) 60 Effluent Pressure (psi) 60 B-Value 0.96
Reset
(Y/N)
Date
Clock Time
Elapsed Time
HAoUT HAIN Temp
(cm cm °C
Gradient
K
(cm/sec)
Temp
Correction
K20'C
(cm/sec)
Y
8-4-15
7:30:26
4.3 1.59 21.0
5
8-4-15
7:32:54
0:02:28
3.5 1.63 21.0
3
1.1E-06
0.976
1.1E-06
8-4-15
7:33:15
0:02:49
3.4 1.63 21.0
3
1.1E-06
0.976
1.1E-06
8-4-15
7:33:39
0:03:13
3.3 1.63 21.0
3
1.1E-06
0.976
1.1E-06
8-4-15
7:34:07
0:03:41
3.2 1.64 21.0
3
1 1.1E-06
0.976
1.1E-06
HYDRAULIC CONDUCTIVITY (K20.0 1.IE-06 cm/sec

B L E INC.
PROJECT:
PROJECT NO.:
DATE RECEIVED:
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
SYNTERRA
DUKE-MAYO
J15-5612-03
5-21-15
TESTED BY: JOHN MATHEW
CHECKED BY: PAUL YARBER
SAMPLE NO. SB-7 SAMPLE LOCATION: 0.3-2.8'
TYPE UNDISTURBED SAMPLE DESCRIPTION: BROWN SILTY FL-MED. SAND
SAMPLE DIMENSIONS AND PROPERTIES
ITEM
INITIAL
FINAL
inches
centimeters
inches
centimeters
Sample Length
2.930
7.442
2.916
7.407
Sample Diameter
2.809
7.135
2.812
7.142
Length/Diameter Ratio
1.04
Moisture Content (%)
WW= 132.7 DW=
113.9
16.5
WW= 158.9
DW= 134.4
18.2
Sample Wet Weight (grams)
625.5
633.0
Wet Density (cf)
131.2
133.2
Dry Density cf)
112.6
112.6
Saturation (%) TESTED SG-- 2.674
92
100
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
(PERMOMETER)
Chamber Pressure (psi) 62.6 Influent Pressure (psi) 60 Effluent Pressure (psi) 60 B-Value 0.96
Reset
(Y/N)
Date
Clock Time
Elapsed Time
HAoUT HAIN Temp
(cm cm °C
Gradient
K
(cm/sec)
Temp
Correction
K20'C
(cm/sec)
Y
8-4-15
1:14:16
4.3 1.59 21.0
5
8-4-15
1:14:31
0:00:15
3.5 1.63 21.0
4
1.1E-05
0.976
1.1E-05
8-4-15
1:14:45
0:00:29
3.0 1.65 21.0
3
1.1E-05
0.976
1.0E-05
8-4-15
1:15:03
0:00:47
2.5 1.67 21.0
1 2
1 1.1E-05
0.976
1.1E-05
8-4-15
1:15:19
0:01:03
2.3 1.68 21.0
1 1
1 1.0E-05
0.976
1.0E-05
HYDRAULIC CONDUCTIVITY (K20.0 1.0E-05 cm/sec