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ARCHIVED REPORTS_2013_3
Environmental Health - Public
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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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MEETING NOTES <br />Page 3 <br />® May 15, 2013 <br />• Work hours are 5 days a week from 6:00 am to 6:00 PM. <br />• Weekly meetings are scheduled for Tuesdays at 11:00 am. <br />• Guinn should submit progress reports to Lochlin with copies of weekly tailgate <br />meetings. <br />COORDINATION <br />CQA submittals should go to Scott/Monte and Sangeeta, if necessary. <br />Weekly CQA Reports and Progress Meeting Minutes will be submitted to the <br />RWQCB on a weekly basis. <br />Ruben will work with GLA to set up their construction trailer in the same location as <br />last time. <br />SURVEYING AND LAYOUT <br />• Buck will be performing survey work for both the Owner and Earthwork Contractor <br />and will prepare the as-builts and thickness surveys. <br />• Buck provided a draft grid of points. GLA and Lewis Engineering asked Buck to add <br />qW shots for clay thickness along the LCRS trenches so he grade could be checked. <br />CQA <br />• CQA will start on May 23, 2013. <br />• The geosynthetics panel layout should be modified to show the double textured HDPE <br />on the top deck of Austin. <br />• GLA noted that recent CQA testing has shown lower interface shear strength between <br />the AGRU textured HDPE Geomembrane and the SKAPS geotextile than has been <br />reported in the past. The tests have been performed at TRI. GLA will perform their <br />own test to verify if they are getting similar results to TRI. <br />• The factor of safety on the critical stability section is about 1.3, so there is not much <br />room to accommodate lover shear strength in the stability analyses. Sangeeta will <br />rerun stability based on Vector's test results on the textured HDPE Geomembrane and <br />geotextile, but it is possible that different geotextile material may need to be ordered. <br />• Ruben will look into ordering the geogrid <br />SAFETY <br />40 0 Guinn will submit weekly tailgate meeting notes to Lochlin. <br />
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