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ARCHIVED REPORTS_2013_3
Environmental Health - Public
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4400 - Solid Waste Program
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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-LoqkASSOCIATE <br />REPUBLIC SERVICES INC. <br />PARTICLE SIZE ANALYSIS <br />Test Report <br />ASTM D-422 /D-6913 <br />t Name: <br />FORWARD LF WMU FU 13 <br />GRAVEL SAND <br />BOULDERS COBBLES <br />COARSE FINE COARSE MEDIUM FINE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. <br />0 <br />10 <br />20 <br />30 <br />a 40 <br />m <br />.c <br />50 <br />v <br />i <br />ti 60 <br />70 <br />80 <br />90 <br />100 <br />10 <br />6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />SILT AND CLAY <br />HYDROMETER <br />rrotecr ivo: <br />2013-AO83 <br />ill, <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />T <br />U) <br />• <br />CP -061413-S1 <br />Lt Brown silty clay w/ fine sand <br />0.0 <br />23.8 <br />Y� <br />E4 <br />114 ft <br />gif <br />100 <br />0.10 <br />0.01 0A <br />Particle Diameter, mm <br />Size Passing, mm D60 = N/A D30 = N/A D10 = N/A <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, C,,: N/A Fineness Modulus = 0.00 <br />Note: ° Percentages are +/- 0.1 % based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3. <br />Is testing is based upon accepted industry practice as well as the test method listed. These results appy only tot the samples <br />supplied and tested for the above referenced job. <br />L : Labexcel 1 Projects 1 Client 1 Client Name 1 NA 1 NA -ma Print Date: Entered By.- Reviewed By. LSA <br />DCN: MA-rp (rev. 6/27/12) 08/20/13 <br />100 <br />90 <br />80 <br />70 <br />60 <br />50a <br />ami <br />a <br />400� <br />30 <br />20 <br />10 <br />0 <br />10 <br />NA <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />T <br />U) <br />• <br />CP -061413-S1 <br />Lt Brown silty clay w/ fine sand <br />0.0 <br />23.8 <br />76.2 <br />Size Passing, mm D60 = N/A D30 = N/A D10 = N/A <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, C,,: N/A Fineness Modulus = 0.00 <br />Note: ° Percentages are +/- 0.1 % based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3. <br />Is testing is based upon accepted industry practice as well as the test method listed. These results appy only tot the samples <br />supplied and tested for the above referenced job. <br />L : Labexcel 1 Projects 1 Client 1 Client Name 1 NA 1 NA -ma Print Date: Entered By.- Reviewed By. LSA <br />DCN: MA-rp (rev. 6/27/12) 08/20/13 <br />100 <br />90 <br />80 <br />70 <br />60 <br />50a <br />ami <br />a <br />400� <br />30 <br />20 <br />10 <br />0 <br />10 <br />NA <br />
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