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ARCHIVED REPORTS_2006_23
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2006_23
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Last modified
7/17/2020 3:53:24 PM
Creation date
7/3/2020 10:51:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_23
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
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2006_23.tif
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EHD - Public
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. vector Engineering Inc. TI CLE SIZE ANALYSIS <br /> 143E Spring Hill Drive,Grass Valley,CA 95945 530-272-2448 <br /> LABORATORY SERVICES TEST REPORT <br /> ASTM D-422 <br /> Client: %iect No: Lab Sample No: <br /> goh ALLIED WASTE 02.1605.07 SCCL-150 <br /> t Name: Report Date: <br /> FORWARD WMU FU-06 August 4, 2006 <br /> GRAVEL SAND <br /> BOLDERS COBBLES SILT AND CLAY <br /> COARSE FINE COARSE MEDIAN 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 /> 0 100 <br /> 1111 1 1 1 1 1111 1 1 I I 1111 1 1 1 111 1 1 1 1111 1 1 1 1 1111 I I I 1 <br /> 1111 I I I I 1111 1 1 I 1 11111 1 1 11 1 1 I 1111 1 1 1 1 1111 1 1 1 1 <br /> 11111 1 1 1 11111 1 1 1 11111 1 1 1 1 I 11111 1 1 1 IIII 11 1 1 <br /> 11 I I 1 11111 1 1 <br /> 10 90 <br /> 1111 I I I 1 1111 I I I 1 1111 I I I 111 I I 1 1111 1 1 1 I 1111 I t I 1 <br /> IIII I I 1 1111 1 1 <br /> it I 1 I I I I I 1 1 1 1 1 1 1 1 <br /> 11111 1 1 I 11111 1 1 1 11111 I I 111 1 1 11111 1 1 1 11111 1 1 1 <br /> 20 80 <br /> 1111 1 1 1 1 1111 1 1 I 1 1111 1 1 1 111 1 1 1 1111 1 1 I 1 1111 1 1 1 I <br /> 1 1 1 1 1 1 1 1 11tH 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 I 11111 1 1 t 1 1 1 1 1 1 1 1 <br /> 11111 1 1 1 11111 1 1 1 11111 1 1 111 1 1 I 11111 1 1 1 11111 1 1 1 <br /> I I 1 1 1 I I I 1 1 1 1 1 I I I 1 1 1 I I I I 1 1 I t 1 I 1 1 1 1 1 1 I I t 1 1 1 1 1 I <br /> 30 70 <br /> II111 1 1 1 1 1 1 1 1 I I I 1 1 1 11 1 1 111 I I 1 1 1 1 1 I I 111t 1 1 11 <br /> III 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 I I I 1 1 1 1 1 1 1 I III 1 1 1 1 1 <br /> 1111 t l 1 1 11111 I I 1 11111 1 1 111 1 1 1 11111 1 1 1 11111 I I I <br /> 11111 1 I 1 1111 11 1 1 11111 1 1 111 I I I 11111 1 1 1 11111 1 1 1 <br /> .� 40 1 1 t H 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 60 <br /> 1 1 1 1 1 1 1 I 1111 1 1 I 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 I 1 <br /> .— 1111 1 1 I 1 1111 1 1 1 1 1111 1 1 1 111 I I 1 1111 1 1 1 1 1111 1 1 1 1 .� <br /> 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 I III 1 1 I 1 I t l 1 1 1 1 1 1 1 I I 1 I I I I I 1 1 1 1 <br /> 50 11 I I I I 1 111 1 1 1 I it I I t III 1 1 1 1 1 1 1 I c0 <br /> 1 1 1 I 1 50 O.. <br /> � 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 I I t I I t 1 1 1 III 1 1 1 t 1 t l 1 1 I I 1 I C <br /> 1111 1 1 1 I 1111 1 1 1 1 1111 I I I 111 1 1 1 1111 1 1 1 1 1111 I I I I U <br /> III 1 1 1 1 1 III 1 1 1 I 1 I I I I I I 1 I I I 1 1 I 1 1 1 1 I I I 1 t l I I I I 1 I L <br /> O_ 60 111 1 1 1 1 111 1 1 1 1 I I I I 40a <br /> IIII 1 1 1 1 III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 I I I I I 1 1 1 t <br /> 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 <br /> 11111 1 1 1 11111 1 1 1 11111 I I 111 1 1 I 11111 1 1 1 11111 1 1 1 <br /> 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I I 1 III 1 1 1 I I 1 1 1 1 1 1 I I <br /> 70 30 <br /> 11111 1 1 1 11111 1 1 1 (IIII 1 1 111 1 1 1 11111 I t l 11111 1 1 1 <br /> I I I I I I I 1 I I I I I I I I 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 I I I (I I I I I I I <br /> 1 1 1 I I I I I (I I I I I I I 1 1 1 I I 1 I 1 1 1 I I 1 1 1 1 1 1 I I I I t 1 1 1 I I I <br /> I I I I I I I 1 I I I A 1 I I 1 1 1 I I 1 I 1 1 I I I I 1 1 1 1 1 I I I 1 1 t l l I I I <br /> 80 20 <br /> 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I t 1 1 1 1 1 t I I I I 1 1 1 1 <br /> 11111 1 1 1 11111 I I 1 11111 I I 111 t l 1 11111 1 1 1 11111 1 1 1 <br /> 1 1 1 1 1 1 1 1 I I I 11 1 I 1 1 1 1 1 1 1 1 I I I I t t I I I 1 1 1 1 1 I I I I 1 1 1 I <br /> 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 III 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 I I <br /> 90 10 <br /> 1111 I I I 1 1111 1 1 I I 1111 I I I 111 1 1 1 1111 1 1 1 I 11t I I I I I <br /> 1111 1 1 1 I 1111 1 1 I 1 1111 1 1 1 111 1 1 1 1111 I I I 1 1111 1 1 1 1 <br /> 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I I I 1 I t l 1 1 1 1 1 1 1 1 I 1 1 III 1 1 I t 1 <br /> 11111 1 1 1 11111 1 1 1 11111 1 1 t11 1 1 I 11111 1 1 1 IIII t l 1 1 <br /> 100 0 <br /> 1000.00 100.00 10.00 1.00 0.10 0.01 0.00 <br /> Particle Diameter, mm <br /> 6 <br /> E Sample ID Description % Gravel % Sand % Silt-Clay <br /> T <br /> Sandcone Clay Liner Light reddish-brown silty sandy <br /> ® SCCL-150 clays 0.0 30.6 69.4 <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 /> I <br /> his 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 /> t_aeXCe Mrojects Print Date: Reviewed By: LSN: <br /> DCN: MA-rp(rev.03/31/03) 10/26/06 SCCL-150 <br />
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