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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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• <br />Geo-LogkASS0CIATES <br />CQA DAILY SUMMARY REPORT #045 <br />REPUBLIC SERVICES FORWARD LANDFILL, FU -13 <br />Location: Manteca, CA Owner: Republic Services <br />CQA Consultant: Geologic Associates Contractors: Guinn Construction <br />Prepared by: Jose Armenta (GLA) Comanco Environmental Corp. <br />Submitted to: Scott Purdy (GLA) <br />Project #: 2013-AO55 <br />Report No.: 045 Report Date: Tuesday July 16, 2013 <br />Weather: AM: 60°F Clear <br />Guinn Construction Activities: <br />Onsite: 05:00 - 16:30 Hrs <br />PM: 92°F Clear <br />• The Contractor continued transferring drainage gravel material to the site; the drainage gravel material was <br />stockpiled along the NE side outside of FLI-13. <br />• The Contractor continued moisture conditioning clay material for the liner anchor trench backfill, clay plug. <br />• The Contractor started liner anchor trench backfill in the west half. The Contractor used two hand held <br />whackers to achieve compaction. <br />• The Contractor continued moisture conditioning of access roads and adjacent areas. <br />• Personnel: (1) Operator <br />Equipment: (1) Water truck. <br />Comanco Lining Activities: 0500-1630 hrs <br />• Comanco completed installation of the single sided geocomposite over the HDPE liner on the north 4:1 slope; <br />strated Geocomposite installation on the west half of the 2:1 slope. <br />• The geocomposite was installed from the top of the slope inside the liner anchor trench and onto the slope <br />bench and from top of the bench down on the 2:1 slope extending a minimum of ten feet on the floor. The <br />net component of the geocomposite panels was overlapped a minimum of 3 -inches and fastened using white <br />plastic ties at 3-4 foot intervals along the slope and at 4-6 inches on cross seams on the slope bench and <br />slope tie-ins. The textile component of the Geocomposite was sewn using the double stitching sewing <br />method. <br />• The Contractor used air blowers over the surface of the HDPE liner prior to the installation of the <br />Geocomposite to remove accumulated dust and debris. <br />• All geocomposite material installed today was secured with ballast sand bags at the end of the work shift. <br />PAGE 1 OF 3 <br />
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