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ARCHIVED REPORTS_2008_27
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ARCHIVED REPORTS_2008_27
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Last modified
7/17/2020 3:53:28 PM
Creation date
7/3/2020 10:54:08 AM
Metadata
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Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2008_27
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
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SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2008_27.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 .SEf2MES <br />ALLIED WASTE INC. <br />PARTICLE SIZE ANALYSIS <br />TESTREPORT <br />ASTM D-422 <br />021605.08 <br />Ddu Od-Pia wo: <br />2553C <br />Report Date: <br />FORWARD LANDFILL FU -08 CQA June 1 <br />BOULDERS COBBLES GRAVEL SAND SILT AND CLAY <br />COARSE FINE COARSE I MEDIUM I FINE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. HYDROMETER <br />6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />Particle Diameter, mm <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />E <br />In <br />100 <br />0 <br />1 I i I <br />I 1 I <br />® <br />I I <br />I I I <br />I I I I <br />I I <br />14.5 <br />I I I I <br />1 1 1 1 1 <br />1 <br />I I <br />(Rec'd 6/13) <br />I <br />I I I <br />I <br />1 <br />1 <br />i <br />I <br />I I <br />I I I I <br />1 1 1 I I I <br />I I I I I <br />I I I I I 1 i I <br />I I I I I <br />I I I I I I I I <br />1 1 I l i I <br />I I <br />I I <br />I I I I <br />I I <br />i I <br />1 I <br />1 1 I I I <br />1 1 1 I <br />I i <br />I <br />I I I <br />I I <br />I <br />I <br />I <br />I <br />I I <br />I I <br />I I I 1 I I <br />I I I i <br />I I I I I I I 1 <br />1 1 1 I 1 <br />g0 <br />10 <br />I I I I I 1 I I <br />11 I I I i I I <br />I I <br />I I <br />I I I i <br />I 1 1 I <br />I I <br />I I <br />1 1 I I I <br />I I I I I <br />I I <br />I i <br />I I I <br />I I I <br />I <br />1 <br />I <br />I <br />I <br />i <br />I I <br />i <br />I I I I I i <br />I I I I i I <br />I I I i I I <br />I I I I I 1 I I <br />I I I I I I I I <br />1 1 I I I I I I <br />I I I I I I I I <br />I I I I I I I I <br />I <br />I I <br />I I <br />1 1 1 I <br />I I I I <br />i I <br />I I <br />I I I I I <br />I I I I I <br />1 I <br />i I <br />I I I <br />I I I <br />I <br />1 <br />I <br />I <br />1 <br />1 <br />I <br />I <br />I I <br />1 1 1 I I i <br />I I I I I I I I <br />80 <br />20 I <br />1 I I I <br />I I I I I I I I <br />I I <br />I I i <br />I I I I <br />I I <br />I I I I <br />I I I I I <br />1 1 I I I <br />I <br />I 1 <br />i I <br />l i <br />1 1 I <br />I I I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />I I <br />I I <br />1 1 1 i I <br />I I I I I I <br />I I I 1 I I <br />I I I I 1 <br />I I I I I 1 1 I <br />I I I I I I I i <br />I I I I I I I I <br />I I I I I I I 1 <br />I I I I I I I 1 <br />I I <br />11 <br />I I <br />I I I I <br />I I I I <br />I I I I <br />I I <br />I 1 <br />I I <br />I I I I I <br />1 1 I I I <br />I I <br />I 1 <br />I I I <br />I I I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 1 <br />11 <br />1 I I I I 1 <br />I I I I 1 I <br />I I I I I I I I <br />I I I I I 1 i I 70 <br />30 I I I I I I I <br />I I I I I I <br />I I <br />I I <br />I I I I <br />I I I I <br />1 I <br />i I <br />I I I I I <br />I I I I I <br />I I <br />I I <br />1 1 1 <br />I I I <br />I <br />I <br />i <br />I <br />I <br />I <br />1 1 <br />1 1 <br />1 1 1 1 I I <br />I I I i I I <br />I I I I I I I I <br />I I I I I I I I <br />I I <br />1 1 I I I I I i <br />I I I I I I I I <br />I I <br />I I <br />I I I I <br />I I I I <br />1 i <br />I i <br />I I I I I <br />I I I I I <br />I I <br />I I <br />I I I <br />I I I <br />I <br />1 <br />I <br />1 <br />I <br />1 <br />I I <br />I I <br />I I I I I i <br />1 1 1 I I I <br />1 1 I I I I I 1 <br />1 1 I I I I I I <br />s0 <br />tj 40 <br />1 i I <br />I I 1 <br />I I I I <br />I 1 <br />1 1 1 <br />I <br />i <br />I <br />I <br />I I I I <br />I 1 1 5o a <br />50 1 1 1 <br />1 1 <br />1 I <br />i <br />I <br />I <br />1 1 <br />I <br />I <br />I I <br />i I <br />I I I 1 <br />I I I I <br />I I I I I I I I <br />I I <br />I I I I <br />I 1 <br />I I I I I <br />I I <br />I I I <br />I <br />1 <br />i <br />I I <br />I I I I I I <br />I I I I I I I I U <br />Ql 1 1 <br />40 CL <br />Q.. 60 <br />I I I l i I I i <br />I I I I I I <br />1 1 <br />I I <br />1 I I I <br />I I I I <br />1 I <br />I I <br />I I I I I <br />I I I I I <br />I I <br />I 1 <br />I I I <br />I I I <br />I <br />I <br />I <br />I <br />I <br />i <br />1 1 <br />I I <br />1 I I I I I <br />i l l I i I <br />I I I I I I I I <br />I I I I I I i I <br />I I <br />I I I I I i i I <br />1 1 I I I I I I <br />I I <br />I I <br />I I I 1 <br />I I I 1 <br />I I <br />I I <br />I I I I I <br />I I I I I <br />I i <br />1 I <br />I I I <br />I I I <br />I <br />I <br />i <br />I <br />I <br />I <br />I I <br />1 1 <br />I I I I I I <br />I I I I I I <br />I I I I I i I I <br />I I I I I I I i <br />30 <br />70 1 1 I l i I I I <br />I I I I I I 1 I <br />I I <br />1 1 <br />I I I I <br />i t I I <br />i I <br />I 1 <br />I I I I I <br />1 1 1 I I <br />I I <br />1 I <br />I I I <br />I I I <br />1 <br />1 <br />I <br />I <br />I <br />i <br />I <br />I <br />I I <br />I I <br />I I <br />I I I I I i <br />I I I I 1 I <br />1 1 1 I 1 I <br />I I 1 1 1 I I I <br />I I 1 1 1 1 1 I <br />I I I I I 1 I 1 <br />11 I I I 1 1 I <br />1 1 I I I I I I <br />I I <br />I I <br />I I I I <br />I I I 1 <br />I I <br />I I <br />I I I I I <br />I I I I I <br />I I <br />I I <br />1 1 I <br />I I I <br />I <br />I <br />I <br />I <br />I I <br />I I I 1 I I <br />I I I I I I I I <br />20 <br />SD 1 1 1 l i I I <br />I I I I I I 1 I <br />1 1 <br />1 1 <br />I <br />I I I I <br />i <br />1 I <br />I i <br />I I <br />I I I I <br />I I I I I <br />I I I I I <br />I <br />I i <br />i I <br />l i <br />I I I <br />I I I <br />I <br />I <br />I <br />I <br />i <br />I <br />i <br />I <br />I <br />I I <br />I I <br />I I <br />I I I I I <br />I I I I i I <br />I I I I I I <br />I I I I 1 <br />I I I I I i I I <br />1 1 I I I I I i <br />I I I I I I I I <br />I I I I I I I I <br />I I 1 <br />I I <br />I I <br />I I I <br />I I I i <br />I I <br />I I <br />I 1 <br />1 1 I I I <br />1 1 1 <br />I I <br />I <br />I I I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I I <br />I I I i I I <br />I i I <br />1 1 I I I I I I <br />I I I 1 10 <br />90 I I <br />I I I I I i I I <br />11 <br />I I I i <br />I I <br />I I I I I i I 1 1 I I I I I I I I I I I I I I I I I I I 1 <br />i I I I <br />1 1 I I I I I 1 <br />1 1 I I I I I i <br />I I <br />I I <br />I I I 1 <br />I I I I <br />I I <br />I I <br />I I I I I 1 I I I I I I I I I I I I i I i 1 1 I l <br />I I I I I I I I I I I 1 I I I I I I I I i I I I I I I I I <br />0 <br />IDD <br />1000.00 <br />100.00 <br />10.00 1.00 0.10 0.01 0.00 <br />Particle Diameter, mm <br />Size Passing, mm D60 = N/A U30 = NIH u10 — 1141M <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, C,,: N/A Fineness Modulus = 0.22 <br />Note: * Percentages are +/- 0.1 % based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3. <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 agrees to limit the liability of Vector Engineering, Inc. from Client and 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 against all liability in excess of the aforementioned limit. <br />hexcel rojects I T02102760512553C-MAPrint Date: Reviewed By. (Cob LSN: <br />DCN: MA-rp (rev. 6/04/05) 07/02/08 r <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />E <br />In <br />® <br />SGA <br />Brown Lean Clay (CL) <br />0.0 <br />14.5 <br />85.5 <br />(Rec'd 6/13) <br />Size Passing, mm D60 = N/A U30 = NIH u10 — 1141M <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, C,,: N/A Fineness Modulus = 0.22 <br />Note: * Percentages are +/- 0.1 % based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3. <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 agrees to limit the liability of Vector Engineering, Inc. from Client and 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 against all liability in excess of the aforementioned limit. <br />hexcel rojects I T02102760512553C-MAPrint Date: Reviewed By. (Cob LSN: <br />DCN: MA-rp (rev. 6/04/05) 07/02/08 r <br />
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