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ARCHIVED REPORTS_2003_5
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ARCHIVED REPORTS_2003_5
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Entry Properties
Last modified
7/17/2020 3:53:22 PM
Creation date
7/3/2020 10:49:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2003_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_2003_5.tif
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EHD - Public
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ANCHOR TRENCH <br /> WMU FU-03,FORWARD INC.LANDFILL <br /> PROBLEM: <br /> Size the anchor trench for the geosynthetics in WMU FU-03. <br /> SUMMARY: <br /> 1. The anchor trench for WMU FU-03 is similar to WMU D-00,D-01,and D-02. The anchor trench <br /> calculations for these WMUs are therefore generally valid for WMU FU-03. <br /> 2. The anchor trench shall be set back from the crest of the slope a minimum of 7 ft(runout length) and <br /> shall be a minimum of 3 ft deep and 3 ft wide. A 3-ft thick soil layer shall be placed over the runout <br /> length based on permit requirements. <br /> 3. The minimum wide width tensile strength of the geocomposite drainage net shall be 58 lb/inch. <br /> 4. No equipment allowed on the slope. <br />
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