My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2015
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WAVERLY
>
6484
>
4400 - Solid Waste Program
>
PR0440004
>
ARCHIVED REPORTS
>
ARCHIVED REPORTS_2015
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 3:53:49 PM
Creation date
7/3/2020 10:46:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2015
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2015.tif
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.
/
724
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
As-Built CQA Report for the Construction of Area 2A at the Foothill Sanitary Landfill <br /> San Joaquin County,California <br /> • The force main, electrical conduit and common utility trenches were excavated with a Hitachi 300 <br /> excavator and a CAT 410 backhoe. Pipe was placed on imported sand bedding and the remaining <br /> trench was backfilled with screened operations layer soil. The fill was placed in 12-inch thick loose <br /> lifts and compacted using hand held compactors minimum 90 percent relative compaction, in <br /> accordance with ASTM D1557. AES CQA monitor observed backfill placement operation to ensure <br /> trench backfill materials were compacted without causing any damage to the pipes or conduits. <br /> Field density test results for the LCRS force main trench and common utility trench backfill are <br /> presented in Table 3. <br /> • <br /> • <br /> PA14 Projects114-101(SJCDPW North County and Foothillffoothill CQAIReport\Final ReportlFoothill CQA Rport-Final.docx <br /> 37 <br />
The URL can be used to link to this page
Your browser does not support the video tag.