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ARCHIVED REPORTS_2006_15
Environmental Health - Public
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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 />lent /Project Name: <br />Forward/Allied/ Forward Stage 1A <br />ple ID: <br />P-14 <br />1.E-06 <br />HYDRAULIC CONDUCTIVITY <br />REPORT <br />Protect ivo: <br />021605.06 <br />HydraulicConductivity vs Time <br />a <br />T <br />1.E-08 <br />0 10 20 <br />1648G <br />Heport nate: <br />October 10, 2005 <br />30 40 50 60 <br />Time, Hrs <br />SAMPLE ID: <br />P-14 <br />5 psi <br />DESCRIPTION: <br />8 - 10 <br />IN / OUT RATIO: <br />1.01 <br />INITIAL <br />FINAL <br />HEIGHT, in. <br />3.2 <br />3.2 <br />DIAMETER, in. <br />2.4 <br />2.5 <br />WATER CONTENT, % <br />23.0 <br />24 <br />DRY DENSITY, pcf <br />102 <br />100 <br />SATURATION, % <br />94 <br />96 <br />(Specific Gravity assumed as 2.7 ) <br />5 47.9 <br />8.5E-08 <br />MAXIMUM DRY DENSITY, pcf <br />OPTIMUM WATER CONTENT., <br />SPECIFIED COMPACTION, <br />ACHIEVED COMPACTION, <br />COMMENTS: <br />Tap water used as permeant <br />ASTM D-5084, Method C <br />EFFECTIVE STRESS: <br />5 psi <br />GRADIENT RANGE. <br />8 - 10 <br />IN / OUT RATIO: <br />1.01 <br />"B" PARAMETER: <br />0.95 <br />HYDRAULIC <br />TRIAL TIME <br />CONDUCTIVITY <br />nos. hrs. <br />cm / sec <br />1 3.1 <br />1.1E-07 <br />2 5.8 <br />9.0E-08 <br />3 24.6 <br />8.5E-08 <br />4 30.1 <br />9.9E-08 <br />5 47.9 <br />8.5E-08 <br />AVERAGE LAST 4 : 9.®E-08 <br />SPECIFICATION: NA <br />These results apply only to the above listed samples. The data and information are proprietary and can not be released vAlhout authorization of Vector Engineering Inc. <br />By accepting the data and results represented on this page, client agrees to limit the liability of Vector Engineering, Inc. from Client a d all other 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 harmless Vector from and ag i st all liability in excess of the aforementioned limit. <br />L : Labexcel l Projects 12002 1021605 1 1648G-txk Print Date: Heviewed qy: LSN: <br />DCN: 'fXK-QC-(3RAPH frev. 11/10/04) 10/14105 1648G <br />
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