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ARCHIVED REPORTS_2013_3
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ARCHIVED REPORTS_2013_3
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Last modified
7/17/2020 3:53:43 PM
Creation date
7/3/2020 10:57:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_3
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_2013_3.tif
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EHD - Public
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geomembrane over the trench. GLA will also clarify that it is acceptable to <br />place the geocomposite in the trench 2 feet down instead of three. <br />- Comanco provided a new estimate of the time required to line the slopes <br />and the floor. The floor lining will begin tomorrow and go approximately <br />three days. <br />- Guinn is planning to seam the geotextile using a lyster unless there is <br />sufficient material to overlap the seams. GLA will contact Lewis <br />Engineering to make sure this is acceptable. <br />- Guinn will provide an estimate to conduct the extra work for the access <br />road based on 4,000 yards of soil and a gravel road surface. <br />- Guinn will provide a revised schedule based on the changes to the <br />geosynthetic installation schedule. <br />1. Comments from previous meeting: <br />- In Section 3, the fourth bullet down, the date should read July 17th not August <br />17th. <br />2. Review of work progress since previous meeting: <br />- Guinn is keeping the clay liner moisture conditioned so that desiccation cracks <br />do not form. <br />- Guinn continued to pump leachate. <br />- Guinn completed final grading on the clay liner on the floor of the Cell. <br />- RJA performed the grid survey on the clay liner and found the thickness to be in <br />compliance with the Specifications. <br />- Comanco continued placing GCL and HDPE geomembrane on the sideslope. <br />3. Projected schedule: <br />- Guinn will continue to moisture condition the clay liner on the cell floor. <br />- Guinn will continue to pump leachate. <br />- Comanco plans to begin placement of the floor geomembrane around July 11tH <br />- Comanco plans on completing the floor liner around the by July 10 <br />- Comanco will complete the floor liner and requested that GLA conduct leak <br />location testing on Monday, July 15tH <br />- Following completion of the leak location testing, Comanco will place cushion <br />geotextile on the Cell floor. When that is complete they will place the geocomposite <br />on the sideslopes. <br />- RJA will begin a comprehensive topo of all of the system components. <br />Forward Landfill WMU FU -13 <br />Progress Meeting Minutes Page 2 <br />
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