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ARCHIVED REPORTS_2004
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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W
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WAVERLY
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6484
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4400 - Solid Waste Program
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PR0440004
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ARCHIVED REPORTS
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ARCHIVED REPORTS_2004
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Entry Properties
Last modified
7/17/2020 3:53:21 PM
Creation date
7/3/2020 10:42:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2004
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2004.tif
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EHD - Public
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-- - - -- --- -. --- wJ001 <br /> Vector Engineering Inc. LARGE SCALE DIRECT SHEAR REPORT <br /> 12438 Loma Rka Orfve.,Su?e C,Gress Voaey,CA 95845 Multilayer <br /> LABORATORY SERVICES <br /> Report Dere: July 24,2002 <br /> ,yontNeme: ALLIED WASTE, INC. P-jedNam° FORWARD LANDFILL Pro/OctIvo: 021605,00 <br /> superstmts: <br /> mret°ner 1: <,= Clay Liner <br /> LsN: 743C Remolded <br /> nfarenel z: => GSE 60 mil HDPE Tex/Tex <br /> LSN.• 743X Clamped <br /> substrate: c:* Drainage Layer Lshr 743N Remolded <br /> PEAK STRENGTH 16000 <br /> Test Normal Shear Secant <br /> .. _.. .. .. . . _ ... <br /> Pant Stress Stress Friction 14000 <br /> psi psf psf Angle <br /> 1. 6.9 1000 400 22 12000 - — - <br /> 2. 20.8 3000 1100 20 <br /> 3. 34.7 5000 2130 23 "10000 - <br /> 4. 55.6 8000 2850 20 V) <br /> 5, 118.1 17000 5900 19 <br /> d <br /> Adhesion: 170 psf e000 - - - - -- <br /> Friction Angle: 19 degrees 4000 - <br /> Coefficient of 0,34 2000--- <br /> Friction: <br /> 000 -Friction: <br /> 0 <br /> 0 2000 4000 8000 8000 10000 12000 14000 18000 18000 <br /> NORMAL STRESS(psf) <br /> NOTE:GRAPH NOT TO SCALE <br /> STRENGTH ENVELOPE 18000 <br /> at 3 in.dis )acement i <br /> Test Normal Shear Secant <br /> Point Stress Stress Friction 1aoo0 <br /> psi I psf psf Angle <br /> 1. 6.9 1000 290 16 12000 - - <br /> 2, 20,8 3000 850 16 <br /> 3. 34.7 5000 1690 19 10000 - <br /> 4. 55.6 8000 2470 17 <br /> 5. 118.1 17000 5860 19 w <br /> e000 - - - — - <br /> 4 <br /> Adhesion: 0 psf = 6000 - - -- <br /> tn <br /> Friction Angle: 19 degrees 4000- <br /> Coefficient <br /> 000 Coefficient of 0.34 2000 - - <br /> Friction: <br /> 0- <br /> 0 2000 4000 8000 8000 10000 12000 14000 18000 18000 <br /> NORMAL STRESS(psf) <br /> NOTE:GRAPH NOT TO SCALE <br /> These results apply only to the above listed samples/mOteriaa The date and G7formation aro proprietary and cannot be released vothout outhorimtibn of Vector En9lnooriny Inc. <br /> I By accepting Ina dela and rasud represented on this pig.,Client agrees to/brat the libbddy of Vector Englnocring.Inc.from dlent and oil other partlea rot claims e63in9 out of use of this <br /> data to the cost Air the respectIve lesl(s)reprounfed hereon end Ctic (agrees to Indemna),and hold harmless Vector from and against of BablIfty In excess of the aforefnentbncd limit. <br /> LUabexcel I Projects 1 1902 1 021605 1 743Y4sds Entered By: MD rmt Date: 07/16/03 Rev.By: Lab Log' <br /> 743Y <br /> DCN:LSDS-rp(rev, 6-27-00) Page 1 of 2 <br />
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