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ARCHIVED REPORTS_1996_1
Environmental Health - Public
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EHD Program Facility Records by Street Name
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A
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AUSTIN
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9069
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4400 - Solid Waste Program
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PR0440001
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ARCHIVED REPORTS_1996_1
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Last modified
7/17/2020 3:53:10 PM
Creation date
7/3/2020 10:40:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1996_1
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\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440001_9069 S AUSTIN_1996_1.tif
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EHD - Public
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5% - 25% SLOPE ]� VEGETATION <br /> �'.�"+ V MIN TOPSOIL LAYER <br /> • w • °"" « + « •" GEOTEXTILE <br /> *74: ®w +• ww• • « « <br /> 1' MIN SOIL BARRIER LAYER <br /> • (MAX PERMEABILITY 1:10'4CM/SEC) <br /> 2' MIN COMPACTED SOIL <br /> FOUNDATION LAYER <br /> ® (MAY INCLUDE INTERMEDIATE COVER) <br /> REFUSE SIIBGRADE <br /> SOIL TYPE FINAL COVER PROFILE <br /> FOR EXISTING LAMOLL PRIOR T'0 <br /> VERTICAL EXPANSION (TYP) <br /> 25% SLOPE VECETA110N <br /> w:` +•" M «w w V-6' SOIL LAYER OVER GEOMEMBRANE <br /> 4%a « < GEOMEMBRANE <br /> i.--•--•°' -- — — t.'•°-- M•-6• MIN COMPACTED FOUNDATION LAYER <br /> ® (MAXIMUM PERMEABILITY 1X10'CM/SEC) <br /> • 1""'"" INTERMEDIATE COVER (EXISTING AT TIME OF CLOSURE) <br /> REFUSE SUBGRADE <br /> GEOMEMBRANE TYPE FINAL COVER fflM t <br /> FOR VERTICAL AND HORIZONTAL EXPANSION <br /> PROVIDE MIN 19" PROTECTION <br /> DEPTH TO GEOMEMBRANE LINER <br /> S% - 25% E <br /> J 1•-6- MIN OPERATION/ <br /> °p"°• 8° oO oho qb DRAINAGE LAYER <br /> �® aOoa�° �o°oo moo oIg GEOMEMBRANE <br /> 08°°od o �� Lo '� i I 2' CLAY LINER <br /> 00 (MAX. PERMEABILITY 1x10''CM/SEC) <br /> V SUBGRADE (TOPSOIL LAYER FOR EXISTING <br /> I COVER. DETAIL 1 THIS DRAWING. OR <br /> PREPARED SUBGRADE ON HORIZONTAL <br /> EXPANSION) <br /> ." �MPOSITE LINER (TYPICAL) <br /> NOTE: REMOVE VEGETATION AND COMPACT <br /> UPPER 6" OF TOPSOIL LAYER ON EXISTING <br /> LANDFILL PRIOR TO PLACEMENT OF CLAY TO <br /> 90% STANDARD PROCTOR. <br /> 0 2 <br /> FSI <br /> socuuood 1 M95 ■ . <br /> �R.W.x w. ma Fi re IL4 <br /> Schematic Configuration of th1 <br /> Proposed LandflU Lina Design and Final Cover <br /> .10 <br />
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