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ARCHIVED REPORTS_2013_3
Environmental Health - Public
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ARCHIVED REPORTS_2013_3
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Entry Properties
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-LogkASSOCIATES <br />Client / Project Name: <br />Republic Services /Forward Landfill WMU FU -13 <br />mple ID: <br />FCP-061813-S2 <br />11:911: <br />U <br />E <br />U <br />Y <br />w. <br />C-) 1.E-07 <br />a <br />c <br />U <br />-U <br />C" <br />1.E-08 <br />HYDRAULIC CONDUCTIVITY <br />REPORT <br />Project No: Lab Sample Number: <br />2013.A055.100 3537H <br />Report Date: <br />July 10, 2013 <br />Hydraulic Conductivity vs Time <br />1 E <br />------ � f <br />— { i a—........ -- - <br />--'--- -- - :.� Specimen Reconstituted at 90% of <br />-+- <br />- - = - --- - -- - -- - - - - Maximum Dry Density (D-1557 at <br />{ <br />i - . 1 +5% Optimum Water Content <br />{ <br />j- <br />�. <br />i J - -- - <br />Haw—i <br />TE 11[1 <br />• <br />a --------- -- - i ----- 1.. <br />- — — <br />40 60 80 100 120 140 <br />Time, Hrs <br />SPECIMEN DATA <br />SAMPLE ID: <br />FCP-061813-S2 <br />20 psi <br />DESCRIPTION: <br />Brown Clay <br />IN / OUT RA TIO: <br />1.04 <br />INITIAL <br />FINAL <br />HEIGHT, in. <br />3.0 <br />3.0 <br />DIAMETER, in. <br />2.4 <br />2.4 <br />WATER CONTENT, % <br />21.4 <br />23.9 <br />DRY DENSITY, pcf <br />101 <br />101 <br />SATURATION, % <br />87 <br />98 <br />(Specific Gravity assumed as 2.7) <br />5 128.8 <br />1.8E-07 <br />MAXIMUM DRY DENSITY, pcf <br />111.8 <br />7 218.5 <br />OPTIMUM WATER CONTENT, <br />% 16.4 <br />1.9E-07 <br />SPECIFIED COMPACTION, % <br />90.0 <br />ACHIEVED COMPACTION, % <br />90.4 <br />COMMENTS: <br />Tap water used as permeant. <br />DCN: TXK-QC-GRAPH (rev. 11/20112) <br />160 180 200 220 240 <br />TEST DATA <br />ASTM D-5084, Method C <br />EFFECTIVE STRESS: <br />20 psi <br />GRADIENT RANGE: <br />1 - 15 <br />IN / OUT RA TIO: <br />1.04 <br />"B" PARAMETER. <br />0.97 <br />HYDRAULIC <br />TRIAL TIME <br />CONDUCTIVITY, k2o <br />nos. hrs. <br />cm / s <br />1 49.9 <br />2.0E-07 <br />2 56.6 <br />2.0E-07 <br />3 119.4 <br />1.9E-07 <br />4 122.6 <br />2.0E-07 <br />5 128.8 <br />1.8E-07 <br />6 142.1 <br />1.9E-07 <br />7 218.5 <br />1.7E-07 <br />AVERAGE LAST 4 : <br />1.9E-07 <br />corrected to 20' C <br />upon accepted industry practice as well as the test method listed <br />supplied and tested for the above referenced jc <br />es \ 3537H-txk Print ate: Entered By: <br />07/10/13 MD <br />KRC 3537H <br />
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