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
5. Removing the seam and replacing with a strip of new material. <br /> D. In addition, satisfy the following procedures: <br /> 1. Abrade geomembrane surfaces to be repaired(extrusion welds only)no more <br /> than one (1)hour prior to the repair. <br /> 2. Clean and dry all surfaces at the time of repair. <br /> 3. The repair procedures,materials,and techniques must be accepted in advance <br /> of the specific repair by the QA/QC CONSULTANT and the <br /> GEOSYNTHETICS CONTRACTOR. <br /> 4. Extend patches or caps at least 6 inches beyond the edge of the defect, and <br /> round all corners of material to be patched and the patches to a radius of at <br /> least 3 inches. <br /> 5. Unless otherwise instructed by the OWNER,cut geomembrane below large <br /> caps to avoid water or gas collection between the sheets. <br /> E. Verification of repair: <br /> I. Number and log each repair. <br /> 2. Non-destructively test each repair using methods specified in Article 3.4 of <br /> this Section. <br /> 3. Destructive tests may be required at the discretion of the QA/QC <br /> CONSULTANT. <br /> 4. Reconstruct repairs until tests indicate passing results. <br /> 3.6 GEOMEMBRANE ACCEPTANCE <br /> A. The GEOSYNTHETICS CONTRACTOR retains all ownership and responsibility <br /> for the geomembrane until acceptance by the OWNER. <br /> B. OWNER will accept geomembrane installation when: <br /> 1. All required documentation from the manufacturer, fabricator, and installer <br /> has been received and accepted. <br /> 2. The installation is finished. <br /> 3. Test reports verifying completion of all field seams and repairs, including <br /> associated testing, is in accord with the Section. <br /> 4. Written certification documents and drawings have been received by the <br /> QA/QC CONSULTANT and the OWNER. <br /> PART 4 MEASUREMENT AND PAYMENT (Refer to Section 01200, MEASUREMENT <br /> AND PAYMENT PROCEDURES) <br /> END SECTION <br /> Forward Compost Facility Stormwater Improvements <br /> 02778 19 HDPE GEOMEMBRANE <br />
The URL can be used to link to this page
Your browser does not support the video tag.