NC0003433_Vert Hydraulic Cond_20150902

B L E INC.
PROJECT:
PROJECT NO.:
DATE RECEIVED:
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
SYNTERRA
DUKE - CAPE FEAR TESTED BY: JOHN MATHEW
J15-5612-03 CHECKED BY: PAUL YARBER
3-31-15
SAMPLE NO.
ABMW-01 AB
SAMPLE LOCATION:
5.0-7.0'
TYPE
UNDISTURBED
SAMPLE DESCRIPTION:
DARK GREY FI: MED. SANDY SILT
SAMPLE DIMENSIONS AND PROPERTIES
ITEM
INITIAL
FINAL
inches
centimeters
inches
centimeters
Sample Length
2.983
7.577
2.978
7.564
Sample Diameter
2.867
7.282
2.860
7.264
Length/Diameter Ratio
1.04
Moisture Content (°/o)
WW- 151.9 DW- 111.4
36.3
WW= 176.2
DW- 117.8
49.6
Sample Wet Weight (grams)
448.4
479.8
Wet Density cf)
88.7
95.5
IDry Density ( cf)
65.1
63.9
Saturation (%) �= so= 2.254
70
93
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
FALLING HEAD TEST
Confining Pressure (psi) 64.5 Influent Pressure (psi) 60.2
Effluent Pressure (psi) 60.0
B-Value 0.96
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
7-10-15
10:30:55
10:32:04
69
1.0
23.0
3.0
21.0
40.092
35.361
21.0
5
1.4E-04
0.976
1.4E-04
7-10-15
10:32:04
10:33:19
75
3.0
21.0
5.0
19.0
35.361
30.629
21.0
5
1.5E-04
0.976
1.4E-04
7-10-15
10:33:19
10:34:47
88
5.0
19.0
7.0
17.0
30.629
25.897
21.0
5
1.5E-04
0.976
1.4E-04
7-10-15
10:34:47
10:36:37
110
7.0
17.0
9.0
15.0
25.897
21.166
21.0
5
1.4E-04
0.976
1.4E-04
Pipet Length, cm ----
--------------
Pipet Volume, cc
------------------
Cross -sectional Area of
Pipet, cm2
28.390
------
24
------
0.84541
28.390
------
24
------
0.8454
HYDRAULIC CONDUCTIVITY (K20-C) 1.4E-04 cm/sec

B L E INC.
PROJECT:
PROJECT NO.:
DATE RECEIVED:
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
SYNTERRA
DUKE - CAPE FEAR
J15-5612-03
5-29-15
SAMPLE NO. ABMW-3 SAMPLE LOCATION: 30.0-32.0'
TYPE UNDISTURBED SAMPLE DESCRIPTION: GREY FI. SANDY CLAY
SAMPLE DIMENSIONS AND PROPERTIES
TESTED BY: JOHN MATHEW
CHECKED BY: PAUL YARBER
ITEM
INITIAL
FINAL
inches
centimeters
inches
centimeters
Sample Length
2.935
7.455
2.828
7.183
Sample Diameter
2.861
7.267
2.839
7.211
Length/Diameter Ratio
1.03
Moisture Content (%)
ww= 179.8 Dw=
139.3
29.1
ww= 207.4
Dw= 167.1
1 24.1
Sample Wet Weight (grams)
593.9
576.5
Wet Density (cf)
119.9
122.7
Dry Density cf)
92.9
98.8
Saturation (%) TESTED SG-- 2.695
97
93
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
(PERMOMETER)
Chamber Pressure (psi) 80.6 Influent Pressure (psi) 60 Effluent Pressure (psi) 60 B-Value 0.96
Reset
(Y/N)
Date
Clock Time
Elapsed Time
HAoUT HAjN Temp
cm (cm °C
Gradient
K
(cm/sec)
Temp
Correction
K20°C
(cm/sec)
Y
7-9-15
4:04:25
7.6 1.87 21.0
10
7-9-15
4:06:18
0:01:53
6.0 1.94 21.0
7
1.3E-06
0.976
1.3E-06
7-9-15
4:07:02
0:02:37
5.5 1.96 21.0
7
1.3E-06
0.976
1.3E-06
7-9-15
4:07:53
0:03:28
5.0 1.98 21.0
1 6
1 1.3E-06
0.976
1.3E-06
7-9-15
4:08:51
0:04:26
4.5 2.00 21.0
1 5
1 1.3E-06
0.976
1.3E-06
HYDRAULIC CONDUCTIVITY (K20.0 1.3E-06 cm/sec

B L E INC.
PROJECT:
PROJECT NO.:
DATE RECEIVED:
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
SYNTERRA
DUKE - CAPE FEAR
J15-5612-03
5-29-15
SAMPLE NO. MW-16 SAMPLE LOCATION: 0.0-2.0'
TYPE UNDISTURBED SAMPLE DESCRIPTION: GREY FI. SANDY CLAY
SAMPLE DIMENSIONS AND PROPERTIES
TESTED BY: JOHN MATHEW
CHECKED BY: PAUL YARBER
ITEM
INITIAL
FINAL
inches
centimeters
inches
centimeters
Sample Length
2.968
7.539
2.966
7.534
Sample Diameter
2.868
7.285
2.843
7.221
Length/Diameter Ratio
1.03
Moisture Content (%)
7WW15.9 Dw=
176.3
22.5
WW= 215.6
Dw= 174.4
23.6
Sample Wet Weight (grams)
634.9
636.2
Wet Density (cf)
126.1
128.7
Dry Density cf)
103.0
104.1
Saturation (%) TESTED sc= 2.665
97
100
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
(PERMOMETER)
Chamber Pressure (psi) 62 Influent Pressure (psi) 60 Effluent Pressure (psi) 60
Q-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
7-8-15
3:49:28
7.3 1.47 21.0
10
7-8-15
3:59:21
0:09:53
6.7 1.50 21.0
9
8.4E-08
0.976
8.2E-08
7-8-15
4:01:10
0:11:42
6.6 1.50 21.0
9
8.4E-08
0.976
8.2E-08
7-8-15
4:03:05
0:13:37
6.5 1.50 21.0
9
8.3E-08
0.976
8.1E-08
7-8-15
4:05:01
0:15:33
6.4 1.51 21.0
9
8.3E-08
0.976
8.1E-08
HYDRAULIC CONDUCTIVITY (K20.0 8.2E-08 cm/sec

B L E INC.
PROJECT:
PROJECT NO.:
DATE RECEIVED:
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
SYNTERRA
DUKE - CAPE FEAR
J15-5612-03
3-31-15
TESTED BY: JOHN MATHEW
CHECKED BY: PAUL YARBER
SAMPLE NO. MW-17 BR SAMPLE LOCATION: 5.0-7.0'
TYPE UNDISTURBED SAMPLE DESCRIPTION: GREY & BROWN FI. SANDY CLAY
SAMPLE DIMENSIONS AND PROPERTIES
ITEM
INITIAL
FINAL
inches
centimeters
inches
centimeters
Sample Length
2.927
7.435
2.704
6.868
Sample Diameter
2.860
7.264
2.882
7.320
Length/Diameter Ratio
1.02
Moisture Content (%)
ww= 161.4 Dw=
120.8
33.6
ww= 158.2
Dw= 123.
27.7
Sample Wet Weight (grams)
577.0
554.6
Wet Density (cf)
116.9
119.8
Dry Density cf)
87.5
93.8
Saturation (%) TESTED so= 2.645
100
96
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
(PERMOMETER)
Chamber Pressure (psi) 65.7 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
7-8-15
3:21:38
7.2 1.47 21.0
11
7-8-15
3:28:29
0:06:51
6.5 1.50 21.0
10
1.3E-07
0.976
1.3E-07
7-8-15
3:29:31
0:07:53
6.4 1.51 21.0
9
1.3E-07
0.976
1.3E-07
7-8-15
3:30:45
0:09:07
6.3 1.51 21.0
9
1.3E-07
0.976
1.2E-07
7-8-15
3:32:06
0:10:28
1 6.2 1.52 21.0
9
1 1.3E-07
0.976
1.2E-07
HYDRAULIC CONDUCTIVITY (K20.0 1.3E-07 cm/sec

B L E INC.
PROJECT:
PROJECT NO.:
DATE RECEIVED:
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
SYNTERRA
DUKE - CAPE FEAR
J15-5612-03
5-29-15
TESTED BY: JOHN MATHEW
CHECKED BY: PAUL YARBER
SAMPLE NO. MW-21 SAMPLE LOCATION: 17.0-20.0'
TYPE UNDISTURBED SAMPLE DESCRIPTION: BROWN FI. SANDY CLAY
SAMPLE DIMENSIONS AND PROPERTIES
ITEM
INITIAL
FINAL
inches
centimeters
inches
centimeters
Sample Length
2.952
7.498
2.842
7.219
Sample Diameter
2.868
7.285
2.867
7.282
Length/Diameter Ratio
1.03
Moisture Content (%)
7WW-.5 Dw=
160.7
22.3
WW= 200.0
DW- 167.6
19.3
Sample Wet Weight (grams)
638.8
620.0
Wet Density (cf)
127.6
128.7
Dry Density cf)
104.4
107.9
Saturation (%) TESTED SCr- 2.695
99
94
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
(PERMOMETER)
Chamber Pressure (psi)
Reset Date
(Y/N)
74 Influent Pressure (psi) 60
Clock Time Elapsed Time HAoUT
(cm
HAIN
(cm
Effluent Pressure (psi)
Temp Gradient
°C
60
K
(cm/sec)
B-Value
Temp
Correction
0.96
K20'C
(cm/sec)
Y
7-9-15
3:37:28
10.5
1.34
21.0
16
7-9-15
3:44:05
0:06:37
10.2
1.35
21.0
16
3.6E-08
0.976
3.6E-08
7-9-15
3:46:10
0:08:42
10.1
1.36
21.0
16
3.7E-08
0.976
3.6E-08
7-9-15
3:48:28
0:11:00
10.0
1.36
21.0
15
3.7E-08
0.976
3.6E-08
7-9-15
3:51:02
0:13:34
9.9
1.36
21.0
15
3.6E-08
0.976
3.5E-08
HYDRAULIC CONDUCTIVITY (K20.0 3.6E-08 cm/sec