NC0001422_Sutton Perms_20150805

B L E INC.
PROJECT:
PROJECT NO.:
DATE RECEIVED:
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
SYNTERRA
DUKE - SUTTON
J15- 5612 -03
2 -12 -15
SAMPLE NO. AW -7D
TYPE REMOLDED
ITEM
SAMPLE LOCATION: 47.0 -49.0
SAMPLE DESCRIPTION: DARK GREY FI. SAND w /some silt
SAMPLE DIMENSIONS AND PROPERTIES
11►111/:�11
TESTED BY: JOHN MATHEW
CHECKED BY: PAUL YARBER
(110/:111
inches
84.6
centimeters
inches
centimeters
Sample Length 3.000
60A
7.620
2.998
7.615
Sample Diameter 2.850
7.239
2.850
7.239
Length/Diameter Ratio
Pipet Readings
1.05
w
Head
Temp
I
Moisture Content ( %) WW= 176.7 DW= 137.8
i
Temp
28.2
WW= 325.1
DW= 250.4
29.8
Sample Wet Weight (grams)
628.8
Initial
Final
656.2
Wet Density (pcfl
125.2
130.7
End seconds
Dry Density (pcf)
97.6
cm
cm
100.7
Saturation ( %) TESTED so= 2.655
100
(cm/sec)
3 -9 -15
100
4:13:44 14
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
FALLING HEAD TEST
Confining Pressure (psi)
84.6
Influent Pressure (psi)
60.2
Effluent Pressure (psi)
60A
B -Value
0.95
Date
Clock Time Elapsed
Pipet Readings
w
Head
Temp
Gradient
K
i
Temp
K20'C
Time
Initial Final
Initial
Final
Start
End seconds
in out in
out
cm
cm
°C
(cm/sec)
Correction
(cm/sec)
3 -9 -15
4:13:30
4:13:44 14
1.0 23.0 3.0
21.0
40.092
35.361
22.3
5
7.0E -04
0.947
6.6E -04
3 -9 -15
4:13:44
4:14:00 16
3.0 21.0 5.0
19.0
35.361
30.629
22.3
5
7.0E -04
0.947
6.6E -04
3 -9 -15
4:14:00
4:14:18 18
5.0 19.0 7.0
17.0
30.629
25.897
22.3
5
7.3E -04
0.947
6.9E -04
3 -9 -15
4:14:18
4:14:40 22
7.0 17.0 9.0
15.0
25.897
21.166
22.3
5
7.2E -04
0.947
6.8E -04
(Pipet Length, cm
28.390 28.390
(Pipet Volume, cc____-
__24__ ___24 -_.
Cross - sectional Area of
Pipet, cm2
0.8454 0.8454
HYDRAULIC CONDUCTIVITY (K20.0
6.7E -04
cm /sec

B L E INC.
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
PROJECT:
PROJECT NO.:
DATE RECEIVED:
SAMPLE NO. AW -71)
TYPE UNDISTURBED
ITEM
SYNTERRA
DUKE - SUTTON
J15- 5612 -03
2 -12 -15
Sample Length
Sample Diameter
Length/Diameter Ratio
Moisture Content ( %)
Sample Wet Weight (grams)
Wet Density (pcfl
Dry Density (pcfl
Saturation ( %) TESTD SG-- 2.665
TESTED BY: JOHN MATHEW
CHECKED BY: PAUL YARBER
SAMPLE LOCATION: 97.0 -99.0
SAMPLE DESCRIPTION: DARK GREY SILTY FL SAND
SAMPLE DIMENSIONS AND PROPERTIES
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
(PERMOMETER)
Chamber Pressure (psi)
INITIAL
Effluent Pressure (psi)
FINAL
B -Value
inches
Reset Date
centimeters
inches
Temp
centimeters
3.000
Temp
7.620
2.999
(cm)
7.617
2.850
7.239
2.850
(cm /sec
7.239
3:21:17 7.5
1.67
1.05
10
WW= 210.7 DW=
177.5
18.7
WW= 152.5
DW= 150.4
21.3
1.6E -07
651.4
1.5E -07
3 -9 -15
638.3
1.72
22.3
129.7
1.6E -07
0.947
127.1
3 -9 -15
3:32:27 0:11:10 6.3
109.2
22.3
8
104.7
0.947
1.5E -07
95
3:33:32 0:12:15 6.2
1.72
97
8
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
(PERMOMETER)
Chamber Pressure (psi)
99.2 =Influent Pressure (psi) 50
Effluent Pressure (psi)
50
B -Value
0.96
Reset Date
Clock Time Elapsed Time HAOUT
I
HAjN
Temp
Gradient
K
Temp
K20'C
(Y/N)
(cm)
(cm)
°C
(cm /sec)
Correction
(cm /sec
Y 3 -9 -15
3:21:17 7.5
1.67
22.3
10
3 -9 -15
3:30:29 0:09:12 6.5
1.71
22.3
8
1.6E -07
0.947
1.5E -07
3 -9 -15
3:31:25 0:10:08 6.4
1.72
22.3
8
1.6E -07
0.947
1.5E -07
3 -9 -15
3:32:27 0:11:10 6.3
1.72
22.3
8
1.6E -07
0.947
1.5E -07
3 -9 -15
3:33:32 0:12:15 6.2
1.72
22.3
8
1.6E -07
0.947
1.5E -07
1HYDRAULIC CONDUCTIVITY (K2ooc)
1.5E
-07
cm /sec

B L E INC.
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
SYNTERRA
PROJECT: DUKE - SUTTON TESTED BY: JOHN MATHEW
PROJECT NO.: J15- 5612 -03 CHECKED BY: PAUL YARBER
DATE RECEIVED: 2 -12 -15
SAMPLE NO. MW -37 SAMPLE LOCATION: 45.0 -47.0'
TYPE REMOLDED SAMPLE DESCRIPTION: GREY FI. SAND
SAMPLE DIMENSIONS AND PROPERTIES
ITEM
INITIAL
Influent Pressure (psi)
60.2
FINAL
inches
60.0
centimeters
inches
centimeters
Sample Length 3.000
7.620
2.995
7.607
Sample Diameter 2.850
Pipet Readings
7.239
2.847
Temp
7.231
Length/Diameter Ratio
Temp
1.05
!W-116
Time
Moisture Content ( %) WW= 209.9 .11- 166.5
26.1
ww= 199.8
28.0
Sample Wet Weight (grams)
610.3
615.8
End seconds
Wet Density (pcf)
121.5
cm
cm
123.0
Dry Density (pcf)
96.4
(cm/sec)
3 -9 -15
96.1
3:54:58 13
Saturation ( %) ns= so= 2.675
95
40.092
35.361
100
5
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
FALLING HEAD TEST
Confining Pressure (psi)
82.5
Influent Pressure (psi)
60.2
Effluent Pressure (psi)
60.0
113-Value
0.95
Date
Clock Time Elapsed
Pipet Readings
Head
Temp
Gradient
K
Temp
K20'C
Time
Initial Final
Initial
Final
Start
End seconds
in out in
out
cm
cm
°C
(cm/sec)
Correction
(cm/sec)
3 -9 -15
3:54:45
3:54:58 13
1.0 23.0 3.0
21.0
40.092
35.361
22.3
5
7.6E -04
0.947
7.2E -04
3 -9 -15
3:54:58
3:55:13 15
3.0 21.0 5.0
19.0
35.361
30.629
223
5
7.5E -04
0.947
7.1E -04
3 -9 -15
3:55:13
3:55:30 17
5.0 19.0 7.0
17.0
30.629
25.897
22.3
5
7.7E -04
0.947
7.3E -04
3 -9 -15
3:55:30
3:55:51 21
7.0 17.0 9.0
15.0
25.897
21.166
22.3
5
7.5E -04
0.947
7.1E -04
(Pipet Length, cm
28.390 28.390
(Pipet Volume, cc
---------------------------------
24 24
Cross- sectional Area of
Pipet, cm2
0.8454 0.8454
1HYDRAULIC CONDUCTIVITY (K20oc)
7.2E
-04
cm /sec

B L E INC.
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
SYNTERRA
PROJECT: DUKE - SUTTON
PROJECT NO.: J15- 5612 -03
DATE RECEIVED: 3 -31 -15
SAMPLE NO. AB -2 SAMPLE LOCATION: 49.5 -52.0'
TYPE REMOLDED SAMPLE DESCRIPTION: GREY SILTY Fl. SAND
11111111111351
Sample Length
Sample Diameter
Length/Diameter Ratio
Moisture Content ( %)
Sample Wet Weight (grams)
Wet Density (pcfl
Dry Density (pcfl
Saturation ( %) TESTED SG= 2.664
SAMPLE DIMENSIONS AND PROPERTIES
inches
3.000
2.850
WW= 107.0 DW =79.4
nurrr:��
590.1
117.5
87.2
100
TESTED BY: JOHN MATHEW
CHECKED BY: PAUL YARBER
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
FALLING HEAD TEST
Confining Pressure (psi)
81.4
FINAL
centimeters
inches
60.0 W13-Value
centimeters
7.620
2.785
Clock Time Elapsed
7.074
7.239
2.880
Gradient
7.315
1.05
EMER
34.8
WW =222.3
DW =176.s rn
25.9
553.0
116.1
End seconds
in out in out
cm
92.2
°C
(cm/sec)
86
(cm/sec)
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
FALLING HEAD TEST
Confining Pressure (psi)
81.4
Influent Pressure (psi) 60.2
Effluent Pressure (psi)
60.0 W13-Value
0.96
Date
Clock Time Elapsed
Pipet Readings
Head
Temp
Gradient
K
Temp
K20 -C
Time
Initial Final
Initial
Final
Start
End seconds
in out in out
cm
cm
°C
(cm/sec)
Correction
(cm/sec)
5 -26 -15
10:26:40
10:27:20 40
1.0 23.0 2.0 22.0
40.092
37.726
21.0
6
1.1E -04
0.976
1.1E -04
5 -26 -15
10:27:20
10:28:03 43
2.0 22.0 3.0 21.0
37.726
35.361
21.0
6
1.1E -04
0.976
1.0E -04
5 -26 -15
10:28:03
10:28:49 46
3.0 21.0 4.0 20.0
35.361
32.995
21.0
6
1.1E -04
0.976
1.0E -04
5 -26 -15
10:28:49
10:29:36 47
4.0 20.0 5.0 19.0
32.995
30.629
21.0
6
1.1E -04
0.976
1.1E -04
Pipet Length, cm ___
28.390 28.390
Pipet Volume, cc ____
- 24--.-- ----- - - - - - --
Cross- sectional Area of
Pipet, c2 m
0.8454 0.8454
HYDRAULIC CONDUCTIVITY (K20.0
1.1E
-04
cm /sec