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ARCHIVED REPORTS_1994_1
Environmental Health - Public
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ARCHIVED REPORTS_1994_1
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Last modified
9/14/2020 7:08:21 AM
Creation date
7/3/2020 11:08:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1994_1
RECORD_ID
PR0440007
PE
4434
FACILITY_ID
FA0000595
FACILITY_NAME
HARNEY LANE LANDFILL
STREET_NUMBER
14750
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06503006
CURRENT_STATUS
01
SITE_LOCATION
14750 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4434_PR0440007_14750 E HARNEY_1994_1.tif
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EHD - Public
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File No. 20-1008-48 kNj KLEINFELDER <br /> January 3 , 1992 <br /> parameters of anticipated earthquakes. <br /> Due to the presence of generally dense soil conditions, the lack <br /> of relatively clean sand layers and/or groundwater encountered <br /> below a depth of 40 feet (see logs of test borings) , in our <br /> opinion, the potential for liquefaction beneath this site is very <br /> low. <br /> GEOLOGIC HAZARDS <br /> In considering other possible hazards to the site, we evaluated <br /> the potential for ground lurching, earthquake-induced floodings, <br /> tsunamis, and seiches. Based on our evaluation, we find that <br /> because of the topography and location of the site, it is highly <br /> improbable that damage would occur to the site as a result of any <br /> of these possible hazards. <br /> As a result of our evaluation, the following conclusions were <br /> reached regarding the geologic and seismic hazards at the site. <br /> 1. There are no known faults or shear zones crossing <br /> the site which would endanger the slope of the <br /> landfill due to ground rupture. <br /> 2 . The potential for damaging strong motions associated <br /> with earthquakes in the site area, based on history, <br /> is low compared to much of California. <br /> 3 . Based on available data, it is anticipated that the <br /> maximum peak site acceleration, would not exceed <br /> approximately 0. 20g based on a MCE of Richter <br /> magnitude 8 . 5 occurring on the closest point of the <br /> San Andreas fault zone, approximately 75 miles from <br /> Stockton. <br /> 4 . The potential for differential settlement of the <br /> surface due to liquefaction beneath the site is very <br /> low due to the soil and groundwater conditions <br /> encountered. <br /> 5. The inland location of the site make damage due to <br /> tsunamis or seiches unlikely. <br /> CONCLUSIONS <br /> General <br /> The drilling operations performed for this investigation were <br /> generally located very near the crest of the slopes. The <br /> material found during the course of drilling operations at <br /> various depths was in reasonable agreement with cross sections <br /> provided to Kleinfelder, Inc. previously by San Joaquin County. <br /> Copyright 1992 Kleinfelder, Inc. Page 6 of 9 <br />
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