My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2014
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0517379
>
ARCHIVED REPORTS_2014
Metadata
Thumbnails
Annotations
Entry Properties
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
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
181
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
• The GCL will be installed with the woven geotextile up,or as otherwise indicated by the <br /> GCL Manufacturer or Design Engineer. <br /> • Geomembrane installation will immediately follow the GCL installation. All GCL that is <br /> placed during a day's work will be covered with geomembrane before the Geosynthetics <br /> Contractor leaves the site at the end of the day. <br /> • Geomembrane will not be placed on a GCL that is hydrated. <br /> • All seams in the geomembrane overlying a GCL will be welded after each geomembrane <br /> panel is placed. Heat sealing of the seam alone is not acceptable. <br /> • All defects in the geomembrane overlying a GCL and destructive sample locations will <br /> be immediately repaired. <br /> • All hydrated GCL will be removed and replaced by the Geosynthetics Contractor at no <br /> additional cost to the Owner. <br /> • On slopes steeper than 10 horizontal to 1 vertical,all GCLs shall be continuous down the <br /> slope;that is, no horizontal seam shall be allowed in the slope. <br /> • All GCLs will be overlapped. Along the length of the mat, the overlap will be 12 in. <br /> (150 mm). Along the width of the mat,the overlap will be 12 in.(300 mm). Additional <br /> manufacturers recommendations regarding overlaps will be adhered to. <br /> • The overlaps will not be nailed or stapled to the subgrade. <br /> The QA/QC Consultant will note any non-compliance and report it to the Construction Manager. <br /> 4.4.4 Repair <br /> Any holes or tears in the GCL will be repaired by placing a GCL patch over the hole;the patch will <br /> overlap the edges of the hole or tear by 2 ft (0.6 m) in all directions. If deemed necessary by the <br /> Design Engineer, the patch will be secured with a water-based adhesive approved by the <br /> Geosynthetics Contractor. Care will be taken to remove any soil or other material that may have <br /> penetrated the torn GCL. All repairs will be made at no additional cost to the Owner. The patch will <br /> not be nailed or stapled. <br /> The QA/QC Consultant will observe any repair, note any non-compliance with the above <br /> requirements and report them to the Construction Manager. <br /> Page 35 <br />
The URL can be used to link to this page
Your browser does not support the video tag.