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ARCHIVED REPORTS_1995
Environmental Health - Public
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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_1995
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Last modified
7/17/2020 3:53:09 PM
Creation date
7/3/2020 10:41:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1995
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_1995.tif
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EHD - Public
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J. H. KLEINFELDER & ASSOCIATES <br /> File No. S-1008-35 <br /> May 17, 1985 <br /> Page 7 <br /> TABLE I <br /> Estimated Peak Closest <br /> Maximum Maximum Bedrock Acceleration Distance <br /> Credible Probable (g) Based on Maximum of Fault to <br /> Fault Earthquake# Earthquake* Credible Earthquake Site (mi.) <br /> San Andreas 8.3 8.0 0.06 83 <br /> Sierra Nevada 8.3+ 8.0 0.05 140 <br /> Hayward 7.5 7.0 0.07 65 <br /> Calaveras 7.5 7.0 0.08 58 <br /> Midland 7.0 6.5 0.11 37 <br /> Melones 6.5 0.23 16 <br /> Bear Mountains 6.5 0.28 12 <br /> *Richter Magnitude <br /> The information shown on Table I for the Melones and Bear Mountains faults represent <br /> the main fault trace on which the maximum credible earthquake is most likely to occur. <br /> The above analysis indicates there is a potential for peak bedrock accelerations as high <br /> as 0.28g, based on a maximum credible Richter magnitude 6.5 earthquake occurring on the <br /> Bear Mountains fault approximately 12 miles from the site. Based on past history, the <br /> potential for a 6.5 magnitude event on the Bear Mountains fault, is very low. <br /> FIELD E UWRATIONS <br /> The field explorations for this study included drilling and sampling six exploratory <br /> borings. The approximate locations at which the test borings were made are shown on the <br /> Site Plan, Plate II. The borings were drilled using 7-inch diameter hollow stem auger <br />
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