2010-07-27_PERMIT FILE - M2009076 ‎(14)‎

• Permit No: M2009076
• IBM Index Class Name: PERMIT FILE
• Doc Date: 7/27/2010
• Doc Name: Adequacy Response- Particle Size Analysis for Soils.
• From: Venture Resources
• To: DRMS
• Email Name: ACS
• Media Type: D
• Archive: No

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AM&W?K?m TRI/ENVIRONMENTAL, INC.
4 Texas Research International Compai v
Hydraulic Conductivity Ratio (HCR) Testing of Soil/Geotextile Systems
Client: Venture Resources TRI Log#: E2337-21-10
Project: Huldll Gultch Millsite Test Method: ASTM D 5567
Sample: Coarse Fraction with Colorado Lining 200 mil 6 oz Test Date: 04/22/1.0
Double-sided Geocomposite
Hydraulic Conducfi'ity vs. Pore Volumes
1.E-03
E
LF 04
0
O
1.F 05
a
x
1.E.,-06
0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0
Pore Volumes (mL)
Hydraulic Conductivity Ratio vs. Pate Volumes
1.5
a
x
a 1.0
44
U
a
b I - %js
a
U 0.5
a
x
0.0
0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0
Pore Volumes (m L)
Note 1: The soil was air dried and retained on a No. 100 sieve. Soil was
remolded a target dry density of 85 % standard Proctor at +4% wet
optimum moisture content or 88.7 lb/ft3 dry density at a moisture content
of 15.4 %. Specimens was prepared using Harvard compaction tamper of
0.5-nn lifts with kneading compaction.
Note 2: A B-value of 0.95 was achieved. The effective confining pressure
was 69.4psi (z 10,000 pst)per test request.
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Sample Area lilt 6.16
Sample Area cm' 39.72
Sample height (cm) 3.80
Moisture content (%) 15.6

i ` L
1 +
--
I ?i
r ?__
k1-i-

INITIAL VALUES
0.5 1.00 6.1E-OS
5.8 0.54 3.3E-05
VAL[J FS
Sample height (hi) 1.50
Sample Diameter (in) 2.80
Wet Weight (g) 248.0

Sample Volume (cc) 150.8

Wet Density (pct 102.7
Dry Density (pci) 88.8
GS (assumed) 2.65
Degree of Saturation (`%) 47.8
Void Ratio 0.86
Porosity 0.46
1 Pore Volume (cc) 69.8

Time (hrs) Hydraulic
Conductivity
Ratio :HCR k at 20 deg C
(cln/sec)

0.7 0.85 5.2E-05
1.1 0.85 5.2E-05
1.5 0.82 5.0E-05
2.1 0.68 4.1E-05
2.6 0.58 3.5E-05
2.7 0.58 3.5E-05
3.1 0.62 3.8E-05
3.8 0.52 3.2E-05
4.4 0.53 3.2E-05
4.9 0.51 3.1.E-OS
5.3 0.52 3.2E-05

6.1 0.52 3.2E-05
6.4 0.52 3.2E-05
Av . K' at 20 de C: 3.2105
1: Avg. corrected hydraulic conductivity (k20) is
obtained from the last 4 average readings.
Chong-Wei Chen, 05/18/10
Quality Review/Date
'T'ested by: Tamika Walker
The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and propose of the material.
TRl observes and maintains client confidentiality. TRI limits reproduction ofthis report, except in full, without prior approval. ofTRI.
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