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ARCHIVED REPORTS_2013_3
Environmental Health - Public
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ARCHIVED REPORTS_2013_3
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Last modified
7/17/2020 3:53:43 PM
Creation date
7/3/2020 10:57:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_3
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_2013_3.tif
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EHD - Public
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Geo-Losic <br />ASSOCIATES <br />lient/Project Name: Prolect No: <br />Republic Services / Forward Landfill WMU FU -13 2013.A055.100 <br />Sample ID. <br />Site Soil <br />Hydraulic Conductivity vs Time <br />1.E-07 <br />HYDRAULIC CONDUCTIVITY <br />REPORT <br />3537A1 <br />July 8, 2013 <br />_.___.---- . ... .. .... .......� _-__ <br />: I R <br />..� Specimen Reconstituted at 9 <br />t _ 0% of <br />-1--- - - - - - - - - - - - - - - - - - --- - - t - <br />-} -- -�- - -- - - Maximum Dry Density (D 1557) a <br />rr <br />- - --- -- -- ... --- ---t.... - -� - E--' -- =-- - --I------ - +5% Optimum Water Content <br />:ot <br />1.E-09 <br />1 0 20 40 <br />SPECIMEN DATA <br />60 80 100 120 140 160 180 <br />Time, Hrs <br />SAMPLE ID: <br />Site Soil <br />20 psi <br />DESCRIPTION: <br />Brown Clay <br />IN / OUT RA TIO: <br />INITIAL <br />FINAL <br />HEIGHT, in. <br />3.0 <br />2.9 <br />DIAMETER, in. <br />2.4 <br />2.4 <br />WATER CONTENT, % <br />17.7 <br />20.3 <br />DRY DENSITY, pcf <br />107 <br />109 <br />SATURATION, % <br />84 <br />100 <br />(Specific Gravity assumed as 2.7) <br />6.3E-09 <br />5 169.2 <br />MAXIMUM DRY DENSITY, pcf <br />118.7 <br />6.3E-09 <br />OPTIMUM WATER CONTENT, % <br />12.0 <br />SPECIFIED COMPACTION, % <br />90.0 <br />ACHIEVED COMPACTION, % <br />90.4 <br />COMMENTS: <br />Tap water used as <br />TEST DATA <br />ASTM D-5084, Method C <br />EFFECTIVE STRESS: <br />20 psi <br />GRADIENT RANGE: <br />15 - 15 <br />IN / OUT RA TIO: <br />1.07 <br />"B" PARAMETER: <br />0.98 <br />HYDRAULIC <br />TRIAL TIME <br />CONDUCTIVITY, k20 <br />nos. hrs. <br />cm / s <br />1 100.7 <br />7.3E-09 <br />2 103.3 <br />6.7E-09 <br />3 119.3 <br />6.5E-09 <br />4 144.4 <br />6.3E-09 <br />5 169.2 <br />5.8E-09 <br />AVERAGE LAST 4 : <br />6.3E-09 <br />corrected to 20 0 C <br />This testing is based upon accepted industry practice as well as the test method listed <br />supplied and tested for the above referenced jc <br />L: Labexcel (PROJECTS 1 Republic Services 1 3537A 1-txk rent ate: Entered By: <br />DCN: TXK-QC-GRAPH (rev. 11/20/12) 07/10/13 MD <br />kn; 3537A1 <br />
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