My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2014
EnvironmentalHealth
>
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
SECTION 02777 <br /> GEOSYNTHETIC CLAY LINER(GCL) <br /> PARTI GENERAL <br /> 1.1 WORK INCLUDED <br /> A. This section covers the Work necessary to furnish and install Geosynthetic Clay <br /> Liner(GCL), complete. <br /> B. The GEOSYNTHETICS CONTRACTOR shall furnish all labor, supervision, <br /> tools, equipment, and materials necessary to complete the GCL installation <br /> including, but not limited to, submittals, panel layout, seaming, temporary <br /> anchorage, and all necessary and incidental items required to complete the Work <br /> in accordance with these Specifications and the Construction Drawings. The <br /> EARTHWORK CONTRACTOR will excavate and backfill anchor trenches. The <br /> EARTHWORK CONTRACTOR will unload the GCL if the GEOSYNTHETICS <br /> CONTRACTOR is not onsite. <br /> C. The GEOSYNTHETICS CONTRACTOR shall be prepared to install the GCL <br /> sequentially with the subgrade preparation, geomembrane installation, placement of <br /> soil cover materials, and installation of the other components of the liner system. <br /> D. Prior to, during, and after installation, GCL shall not be allowed to hydrate and/or <br /> come in contact with water. <br /> 1.2 REFERENCES <br /> A. American Society for Testing and Materials [ASTM]: <br /> 1. ASTM D2216. Standard Method for Laboratory Determination of Water <br /> (Moisture) Content of Soil and Rock. <br /> 2. ASTM D5993 - Standard Test Method for Measuring Bentonite Mass Per <br /> Unit Area of Geosynthetic Clay Liners. <br /> 3. ASTM D4632 - Standard Test Method for Grab Breaking Load and <br /> Elongation of Geotextiles. <br /> 4. ASTM D5084 - Standard Test Method for Measurement of Hydraulic <br /> Conductivity of Saturated Porous Materials Using a Flexible Wall <br /> Permeameter. <br /> 5. ASTM D5321 — Standard Test Method for Determining the Coefficient of <br /> Soil and Geosynthetic or Geosynthetic and Geosynthetic Friction by the <br /> Direct Shear Method. <br /> 6. ASTM D5993 - Standard Test Method for Measuring Mass Per Unit of <br /> Geosynthetic Clay Liners. <br /> 7. ASTM D6243 - Standard Test Method for Determining the Internal and <br /> Interface Shear Resistance of Geosynthetic Clay Liner by the Direct Shear <br /> FORWARD COMPOST FACILITY STORMWATER IMPROVEMENTS GEOSYNTHETC <br /> 02777 1 CLAY LINER <br />
The URL can be used to link to this page
Your browser does not support the video tag.