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ARCHIVED REPORTS_2006_15
Environmental Health - Public
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2006_15
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Last modified
7/17/2020 3:53:25 PM
Creation date
7/3/2020 10:51:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_15
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2006_15.tif
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EHD - Public
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Vector Engineering, Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 <br />LABORATORY SERVICES <br />tient / Project Name: <br />Forward/Allied/Forward Stage 1A <br />ple ID: <br />P-13 <br />HYDRAULIC CONDUCTIVITY <br />REPORT <br />Project No: Lab Samole Number. <br />021605.06 1648F <br />Report Date: <br />October 1.0, 2005 <br />L : Labexcell Projects 12002 1021605 1 1648F-txk <br />DCN: TXK-QC-GRAPH (rev- 11110/04) <br />Print ate: <br />10/1 14/05 <br />evlewed <br />1 <br />5 <br />L SN: <br />'1648F <br />Hydraulic Conductivity VS Time <br />1.E-06 <br />aUi <br />, <br />U <br />1.E-07 <br />_........ _- ...........-... <br />. <br />-- --- - <br />-. ... <br />-- <br />- - - <br />a <br />_... <br />c' <br />o <br />_ <br />f. <br />U <br />_ <br />1.E-08 <br />0 10 20 30 40 <br />50 60 <br />Time, Hrs <br />SPECIMEN DATA <br />TEST DATA <br />SAMPLE ID: P-13 <br />ASTM D-5084, <br />Method C <br />DESCRIPTION: <br />EFFECTIVE STRESS: <br />5 psi <br />INITIAL <br />FINAL GRADIENT RANGE: <br />8 - 11 <br />IN/OUT RATIO: <br />1.04 <br />HEIGHT, in. 3.3 <br />3.3 "8" PARAMETER: <br />0.95 <br />DIAMETER, in. 2.4 <br />2.5 <br />WATER CONTENT, % 19.7 <br />22 <br />HYDRAULIC <br />DRY DENSITY, pcf 106 <br />105 TRIAL TIME <br />CONDUCTIVITY <br />SATURATION, % 90 <br />99 nos. hrs. <br />cm / sec <br />(Specific Gravity assumed as 2.7) <br />1 3.1 <br />8.3E-08 <br />MAXIMUM DRY DENSITY, pcf <br />2 5.8 <br />9.1 E-08 <br />OPTIMUM WATER CONTENT, % <br />3 24.7 <br />8.4E-08 <br />SPECIFIED COMPACTION, % <br />4 30.1 <br />7.9E-08 <br />ACHIEVED COMPACTION, % <br />5 47.9 <br />8.2E-08 <br />COMMENTS: <br />Tap water used as permeant <br />AVERAGE LAST 4 : <br />8.4E-08 <br />SPECIFICATION: <br />NA <br />These results apply only to the above listed samples. The data and information are proprietary and can not be released without authorization of Vector Engineering Inc. <br />By accepting the data and results represented on this page, client <br />agrees to limit the liability of Vector Engineering. Inc. from Client and all other <br />parties claims arising out of the use of <br />this data to the cost for the respective test(s) represented here, and,Client agrees to indemnify and hold harrrdess Vector from and agai I all liability in excess of the aforementioned limit. <br />L : Labexcell Projects 12002 1021605 1 1648F-txk <br />DCN: TXK-QC-GRAPH (rev- 11110/04) <br />Print ate: <br />10/1 14/05 <br />evlewed <br />1 <br />5 <br />L SN: <br />'1648F <br />
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