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ARCHIVED REPORTS_2014
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4400 - Solid Waste Program
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PR0517379
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ARCHIVED REPORTS_2014
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Last modified
7/18/2020 11:24:49 AM
Creation date
7/3/2020 11:19:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2014
RECORD_ID
PR0517379
PE
4466
FACILITY_ID
FA0007101
FACILITY_NAME
FORWARD INC LANDFILL
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106003
CURRENT_STATUS
02
SITE_LOCATION
9999 S AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4466_PR0517379_9999 S AUSTIN_2014.tif
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EHD - Public
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E. Any materials that are not certified by the Manufacturer in accordance with this <br /> section, or that has a hydraulic conductivity greater than that specified in this <br /> Section shall be rejected and replaced,at no additional cost to the OWNER. <br /> 3.3 SURFACE PREPARATION <br /> A. The EARTHWORK CONTRACTOR shall be responsible for preparing the <br /> supporting(subgrade) soil. <br /> B. The subgrade shall be prepared in accordance with Section 02300,EARTHWORK. <br /> C. The subgrade surface shall be proof-rolled to identify soft zones, and eliminate <br /> irregularities, ruts, and abrupt changes in grade. Any unacceptable areas shall be <br /> repaired by the EARTHWORK CONTRACTOR, at no additional cost to the <br /> OWNER. <br /> 3.4 ANCHORAGE SYSTEM <br /> A. The anchor trench shall be excavated by the EARTHWORK CONTRACTOR prior <br /> to geosynthetic clay liner placement,to the lines and grades shown on the drawings. <br /> B. No loose soil shall be allowed in the anchor trench beneath the geosynthetics. <br /> C. The geosynthetic clay liner shall be anchored with compacted general earthfill, as <br /> identified on the drawings. <br /> D. Care shall be taken when backfilling the trenches to prevent any damage to the <br /> geosynthetic clay liner. <br /> 3.5 HANDLING AND PLACEMENT <br /> A. The GEOSYNTHETICS CONTRACTOR shall handle all geosynthetic clay liners <br /> in such a manner to prevent any damage. <br /> B. Geosynthetic clay liners shall be cut using a utility blade in a manner approved by <br /> the QA/QC CONSULTANT. Any damage to any underlying liner system <br /> components during cutting will be repaired by the GEOSYNTHETICS <br /> CONTRACTOR,at no cost to the Owner. <br /> C. During placement, care shall be taken not to entrap stones or moisture under the <br /> geosynthetic clay liner. Care shall be taken not to walk on or drag equipment across <br /> the exposed geosynthetic clay liner. <br /> D. Any geosynthetic clay liner damaged by stones or other foreign objects, or by <br /> installation activities, shall be replaced by the GEOSYNTHETICS CONTRACTOR <br /> at no additional cost to the OWNER. <br /> FORWARD COMPOST FACILITY STORMWATER IMPROVEMENTS GEOSYNTHETC <br /> 02777 6 CLAY LINER <br />
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