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COMPLIANCE INFO_1987-1989
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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4400 - Solid Waste Program
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PR0440001
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COMPLIANCE INFO_1987-1989
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Last modified
7/6/2021 10:58:26 AM
Creation date
8/4/2020 12:10:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
1987-1989
RECORD_ID
PR0440001
PE
4433
FACILITY_ID
FA0004514
FACILITY_NAME
AUSTIN ROAD/ FORWARD LANDFILL
STREET_NUMBER
9069
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
STOCKTON
Zip
95215
CURRENT_STATUS
02
SITE_LOCATION
9069 S AUSTIN RD
P_LOCATION
01
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sfrench
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440001_9069 S AUSTIN_1987-1989.tif
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EHD - Public
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X if X if Pg X if X if X if requirement NA <br /> not in RWD # more info cmnts waived (Class <br /> RWD sufficient needed attch°d III only) <br /> c. depth and nature of weathering <br /> d. all other pertinent lithologic data <br /> 3. A description of the geologic structure of each WHU including: <br /> a. attitude of bedding (if any) <br /> b. thickness of beds (if any) <br /> AOL c. location, attitude, and condition.(tight, open, clay-or <br /> -gypsum filled, etc.) of any fractures <br /> d. nature, type (anticline, syncline, etc.) and orientation <br /> of folds <br /> e. location, attitude, and nature (tight, gouge-filled, <br /> etc.) of any faults <br /> f. all other structural data <br /> 4. Results of a testing program for determination of physical and <br /> chemical properties of soils needed to formulate site design <br /> criteria <br /> 5.a. A determination of the expected peak ground acceleration at <br /> each WHU associated with the maximum credible earthquake <br /> (class I or class II) <br /> b. A determination of the expected peak ground acceleration at <br /> each WHU associated with the maximum probable earthqual:e <br /> (class III) <br /> c. For a and b: e <br /> i. does the analysis consider local seismic conditions and <br /> faulting <br /> ii. does the analysis include modifications to allow for <br /> site-specific surface and subsurface conditions <br />
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