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ARCHIVED REPORTS_2009_26
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ARCHIVED REPORTS_2009_26
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Last modified
7/17/2020 3:53:35 PM
Creation date
7/3/2020 10:55:05 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2009_26
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_2009_26.tif
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EHD - Public
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E!VCTOR <br />ONGINNER"G, mc. <br />ALLIED WASTE INC. <br />PRAIRTICLE SIZEANALYSIS <br />Test Report <br />ASTM C-136 <br />2875D <br />rro/eor ivo: <br />021605.09 <br />i rolecr rvame: Report Date: <br />FORWARD LANDFILL FU -08 UPPER September 14, 2009 <br />GRAVEL SAND <br />BOULDERS COBBLES SILT AND CLAY <br />COARSE FINE COARSE MEDIUM 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 />0 <br />V I I I I I i <br />1111 11 11 <br />Sample ID <br />1 1 <br />1 11111 <br />1 I I I <br />I I <br />I I <br />% Silt - Clay <br />I I I I� I I <br />III III I <br />I I I � <br />111 1 11 <br />I <br />i <br />i <br />1111 I I I I I <br />Ili11 1 1 I I <br />I I I i l I I I <br />1 1 1 111 I I <br />100 <br />V I I I I I I <br />111111 I <br />10 <br />57.4 <br />I <br />111111 <br />I I I I <br />I I <br />I I <br />nd <br />I I I I 11 1 I <br />1111 III I <br />I I I I <br />III II <br />i <br />I <br />I <br />1111 I I I I I <br />11;1111 I I <br />I I I i l I I I <br />,11111 I I <br />1 1 1 <br />I I i l l I 1 I <br />1 1 <br />1 1 1 <br />1 1 I I <br />1 <br />i I <br />1 <br />I I I I I I I <br />1 1 1 I <br />I <br />I <br />I'1 1 <br />I I!1 1 1 1 I I <br />1 1 1 1 <br />1 1 1 1 I I I 1 <br />90 <br />111111 I I <br />111111 I I <br />20 1 1 1 1 <br />111111 <br />111111 <br />1 1 <br />I I <br />IIII IiI I <br />II Ilil I <br />111 <br />111 II <br />1 <br />1 <br />I <br />Illll l 1 1 <br />1111111 I I <br />111111 I i <br />111111 I I <br />111111 I I <br />111111 I I <br />111111 <br />111111 <br />I I <br />I I <br />IIII ISI I <br />11111':1 I <br />111 III <br />111 II <br />I <br />1 <br />111111 I I <br />1111111 I I <br />111111 I I <br />80 <br />V I I I I I I <br />I I I 1 1 1 I I <br />30 <br />1 1 <br />V <br />1 I I I <br />I I I I <br />I I <br />I I <br />I I I 1 1 I <br />1 1 I li I I <br />1 1 1 I <br />i l l I <br />I <br />I <br />I <br />i <br />1 1 1 1 I I I I I <br />I III 1 1 1 I I <br />111111 I I <br />1 1 1 I I I I I <br />1 1 1 1 1 1 I I <br />1 1 1 1 1 1 I I <br />1 1 1 I I i I I <br />I I <br />1 1 <br />1 1 1 1 <br />1 I I I <br />I I <br />I I <br />I I I I l I I <br />I l t l 1 I I <br />I I I I <br />1 1 1 I <br />I <br />I <br />i <br />I <br />I I'i I I I I I <br />1111 I I 1 I I <br />I I I i l l I I <br />1 1 1 1 1 I I I <br />70 <br />1 1 1 1 I I I I <br />111111 I <br />401111111 <br />1 1 <br />1 1 <br />11111111 <br />1 1 1 1 <br />1111 <br />I I <br />I I <br />I I I I I I <br />I I II I I <br />1 1 1 I <br />I I I 11 <br />I <br />I <br />i <br />I III 1 1 1 I I <br />11;1111 I I <br />1 1 1 1 I I I 1 <br />1 1 1111 I I <br />C1 1 1 t 1 <br />1 <br />1 1 1 <br />1 <br />1111 II <br />1 1 1 lj <br />1111 II <br />1 1 1 <br />i <br />IIIIIIII 1 <br />111 I <br />1111111 1 <br />I <br />60 <br />Q <br />1 1 1 I I I I I <br />50 1 1 <br />II II 1 1 <br />1 1 <br />1 1 <br />111111 <br />1 I I I <br />1 I <br />I I <br />1 <br />I <br />1 1 1 1 li I I <br />1 1 1 I I <br />I I <br />1 1 1 I <br />1 1 1 1 <br />it iil <br />I <br />I <br />1111 <br />I <br />1111 i t I I I <br />i t 1 <br />11111 I I <br />V I I I I I 1 <br />1 1 1 i <br />111 I I I <br />50 <br />1 1 1 1 I I 1 I <br />Qi 1 1 1 I I I I I <br />1 1 1 I I I I I <br />60 1 1 1 <br />I I <br />1 1 <br />1 1 <br />1 1 <br />1 1 1 1 <br />1 I I I <br />1 I I I <br />1 I I <br />I I <br />i I <br />1 I <br />I I I I II I <br />1 1 1 I Ij I I <br />1 1 1 I li I I <br />1 1 1 l <br />I I I I <br />1 1 1 I <br />1 1 1 i <br />1 1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I'I 1 1 I I I <br />I I (I I I I I I <br />1 1 1 I I I I I <br />1 1 1 i <br />1 1 1 1 1 1 I I <br />1 1 1 I I 1 I I <br />I I 1 1 1 I I I <br />1 1 1 i t <br />C <br />a7 <br />1 1 111 I I I <br />1 1 1 I I I I I <br />1 1 <br />1 1 <br />111 I <br />1 i t I <br />I 1 <br />I I <br />I I II I�� I <br />I I I I i� I I <br />1 1 1 I <br />I I I I <br />I <br />I <br />1 <br />1 <br />111111 I I I <br />1111 I I I I I <br />1 1 1111 I I <br />1 1 1 I I I I I <br />40 <br />111 1 11 I I <br />70 <br />1 1 <br />1111 <br />I I <br />1 1 11 III I <br />III II <br />I <br />II�111I I I <br />1 1 1111 I I <br />30 <br />111111 <br />111111 1 1 <br />1 1 1 I I I I I <br />111111 <br />111111 <br />V <br />I I I I <br />11 <br />I I <br />Illl lil <br />11111.1 <br />1 1 1 1 II I I <br />111 II <br />111 11 <br />1 1 1 I <br />i <br />I <br />I <br />1111111 I <br />11'1111 I I <br />111 I I I I I <br />111111 I <br />111111 I i <br />1 1 1 I I I I i <br />1 1 1 1 I I I <br />80 i l <br />I I <br />I I I I <br />I I <br />I I I I I� I I <br />I I I 1 <br />1 <br />I <br />I lil I I I I I <br />4 I <br />I I I I I I I i <br />1 1 1 1 1 1 I I <br />1 1 <br />1 1 1 1 <br />I I <br />I I I I 11 l I <br />1 1 1 1 <br />1 <br />1 11 1 1 1 I I <br />1 1 1 1 1 1 I I <br />20 <br />1 1 1 I I i I i <br />90 <br />1 1 <br />1 I I I <br />1 I <br />1 1 1 1 r 1 1 <br />1 1 1 1 <br />11 <br />1 <br />1 <br />1 11 1 1 1 1 1 <br />1 1 1 1 1 1 1 1 <br />1 1 1 <br />1 1 <br />1 I I <br />1 1 1 l 1 <br />1 1 1 <br />1 1! 1 1 <br />1 1 1 <br />10 <br />I I I I I I I I <br />V I I I I I I <br />100 <br />I I <br />( I <br />I 1 1 1 <br />I I I I <br />I I <br />I I <br />I I I I I! I I <br />I I i l li I I <br />I I <br />11 I I <br />I <br />I <br />I ill 1 1 1 I I <br />I I I I I I <br />I I I I I I I I <br />1 1 I I I I I I <br />0 <br />1000.00 <br />100.00 <br />10.00 <br />1.00 <br />0.10 0.01 0.00 <br />Particle Diameter, mm <br />0 <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />A <br />A <br />DG -A13 (Rec'd 9/4) <br />w/ Gravel <br />Poorly Grad (SSP) <br />40.6 <br />57.4 <br />2.0 <br />nd <br />Size Passing, mm D6o = 4.82 D30 = 3.25 D10 = 1.92 <br />Coefficient of Curvature, Cc: 1.14 Coefficient of Uniformity, Cu: 2.51 Fineness Modulus = 5.11 <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 liabilityin excess of the aforementioned limit. <br />Labexce 1 Projects 120021021605 28750 -Mf Print Date: Reviewed By. LSN. <br />DCN: MA -fp (rev. 6/04/05) <br />0921/09 2$75® <br />
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