My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
CORRESPONDENCE_4/7/22 ASP RCSI APPENDICES
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440011
>
CORRESPONDENCE_4/7/22 ASP RCSI APPENDICES
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/28/2024 9:15:14 AM
Creation date
5/14/2024 10:49:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
4/7/22 ASP RCSI APPENDICES
RECORD_ID
PR0440011
PE
4445
FACILITY_ID
FA0006918
FACILITY_NAME
FORWARD RESOURCE RECOVERY FACI
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106003
CURRENT_STATUS
01
SITE_LOCATION
9999 S AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\cfield
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
336
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
<br /> Page 35 <br /> 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 /> <br />The QA/QC Consultant will note any non-compliance and report it to the Construction Manager. <br /> <br />4.4.4 Repair <br /> <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 /> <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 />
The URL can be used to link to this page
Your browser does not support the video tag.