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ARCHIVED REPORTS_2014_5
EnvironmentalHealth
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2014_5
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Entry Properties
Last modified
7/18/2020 9:58:07 AM
Creation date
7/3/2020 10:57:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2014_5
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2014_5.tif
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EHD - Public
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GENERAL <br />EARTHFILL <br />DETAIL iw — <br />6"PERFORATED <br />HDPE LEACHATE <br />COLLECTION PIPE <br />(SEE NOTE 1) <br />GRANULAR <br />DRAINAGE <br />MATERIAL <br />2 MIN <br />2'.MIN <br />1 I MIN <br />NATIVE APPROX 12 FEET <br />GROUND CLAY LINER <br />PROTECTIVE <br />OPERATIONS LAYER <br />6Dani1 DOUBLE TEXTURED <br />HDPE GEOMEMBRANE <br />FILTER GEOTEXTILE <br />V MIN <br />ago,, <br />p$ 1' MIN <br />2 MIN <br />CUSHION GEiOTEXTILE <br />SECTION Iq� <br />LEACHATE COLLECTION TRENCH AND PIPE SHT 3 <br />NTS <br />GEOSYNTHETIC <br />CLAY LINER <br />(SEE NOTE 2) <br />80-fW SINGLE TEXTURED CLAY GRANULAR PROTECTIVE <br />HDPE GEOMEMBRANE EARTHFLL DRAINAGE OPERATIONS LAYER <br />29 + 3, MATERIAL <br />? <br />1(_rx' <br />7 MINCLAY LINER PSHIONGEOTEXTILE <br />SHDOUBLE TEXTURED <br />HDPE GEOMEMBRANE <br />SECTION RC1 <br />SOUTHERN BASE LINER TERMINATION SHT 3 <br />NTS <br />TERMINATION BERM <br />PLYWOOD SHEETING, <br />LAY CONTINUOUSLY <br />ALONG LINER TERMINATION <br />6' MIN <br />- 1 i <br />PREPARED <br />SUBGRADE <br />- EDGE OF GEOMEMBRANE <br />-CUSHION }T�- <br />I <br />FILTER <br />GROUND <br />GEOTEXTILE <br />DETAIL <br />WESTERN <br />PLYWOOD <br />I _ 1 <br />GEOTEXTLE <br />2 MIN <br />\ <br />/ <br />GEOMEMBRANE <br />- EDGE OF GEOMEMBRANE <br />-CUSHION }T�- <br />I <br />FILTER <br />GROUND <br />GEOTEXTILE <br />DETAIL <br />WESTERN <br />"lff'�If <br />PROTECTIVE <br />SHT7 <br />OPERATIONS LAYER <br />\ 12 <br />2% <br />NATIVE <br />2 GEOTEXTILE <br />-CUSHION }T�- <br />I <br />GEOTEXTILE <br />GROUND <br />60 mil DOUBLE TEXTURED <br />HDPE GEOMEMBRANE <br />WESTERN <br />"lff'�If <br />EDGE OF <br />BASE LINER DETAIL <br />CLAY LINER <br />NTS <br />NATIVE <br />GROUND <br />APPROX.12 <br />4' MIN <br />1% - <br />SECTION �B 1 <br />EASTERN BASE LINER TERMINATION SHT 3 <br />NTS <br />PROTECTIVE <br />OPERATIONS LAYER <br />1' MIN <br />1' MIN <br />2 MIN <br />FILTER <br />GEOTEXTLE <br />GRANULAR DRAINAGE <br />MATERIAL <br />�iIQOEIi��>Rl� <br />1' MIN <br />1' MIN <br />2 MIN <br />CUSHION GEOTEXTLE <br />GRANULAR DRAINAGE <br />MATERIAL <br />60-mI DOUBLE TEXTURED <br />HDPE GEOMEMBRANE <br />CLAY LINER <br />NOTES: <br />1. PERFORATION PATTERN: )z - INCH DIAMETER HOLES <br />AT PIPE THIRD POINTS, SPACED 64NCHES ON <br />CENTER. <br />2. GEOSYNTHETIC CLAY LINER SUPPLIED BY OWNER. <br />z z <br />O <br />0P <br />v v <br />U) <br />v v <br />It re <br />O O <br />W W <br />M <br />ca co) <br />-CUSHION }T�- <br />NATIVE <br />GEOTEXTILE <br />GROUND <br />60 mil DOUBLE TEXTURED <br />HDPE GEOMEMBRANE <br />CLAY LINER <br />DETAIL <br />%1 <br />BASE LINER DETAIL <br />SHT 3 <br />NTS <br />1' MIN <br />1' MIN <br />2 MIN <br />CUSHION GEOTEXTLE <br />GRANULAR DRAINAGE <br />MATERIAL <br />60-mI DOUBLE TEXTURED <br />HDPE GEOMEMBRANE <br />CLAY LINER <br />NOTES: <br />1. PERFORATION PATTERN: )z - INCH DIAMETER HOLES <br />AT PIPE THIRD POINTS, SPACED 64NCHES ON <br />CENTER. <br />2. GEOSYNTHETIC CLAY LINER SUPPLIED BY OWNER. <br />z z <br />O <br />0P <br />v v <br />U) <br />v v <br />It re <br />O O <br />W W <br />M <br />ca co) <br />
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