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
Sampling Procedure. Samples will be taken across the entire roll width. Samples may be cut for <br /> shipping purposes, but a minimum of five square feet must be sent to the testing laboratory. <br /> Samplers must mark the machine direction and the manufacturer's roll identification number on the <br /> sample(each piece). Samplers will also assign an acceptance test number to the sample and mark <br /> the sample with that number. <br /> Test Results.The QA/QC Consultant will examine all results from laboratory acceptance testing and <br /> will report any nonconformance to the Construction Manager. <br /> Acceptance Test Failure.If a Geomembrane acceptance sample does not comply with the minimum <br /> requirements of the Specifications,the Geomembrane roll from which the sample was taken will be <br /> failed by the QA/QC Consultant,and replaced by the Geomembrane Manufacturer at no additional <br /> cost to the Owner. The Design Engineer shall be contacted to determine additional acceptance <br /> testing requirements. <br /> 4.2.3 Geomembrane Installation <br /> Surface Preparation. The soil surface must be prepared in accordance with the Specifications. <br /> Before geomembrane installation, the subgrade will be inspected by the QA/QC Inspector and <br /> Geosynthetics Contractor. The QA/QC Inspector must verify the following: <br /> • All lines and grades for soil surface have been verified by the Earthwork Contractor. <br /> • The soil surface has been rolled and compacted to be free of surface irregularities,loose <br /> soil, and protrusions. <br /> • The soil surface does not contain stones or other objects that could damage the <br /> geomembrane. <br /> • The anchor trench dimensions have been checked, and the trenches are free of sharp <br /> objects and stones. <br /> • There are no excessively soft areas. <br /> • The soil surface is not saturated, and no standing water is present. <br /> • The soil surface has not desiccated. <br /> • All construction stakes have been removed and there is no debris, rocks, or any other <br /> objects in or on the soil surface. <br /> Page 22 <br />
The URL can be used to link to this page
Your browser does not support the video tag.