My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
CORRESPONDENCE_2016-2017
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WAVERLY
>
6484
>
4400 - Solid Waste Program
>
PR0440004
>
CORRESPONDENCE_2016-2017
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/17/2025 10:07:34 AM
Creation date
1/7/2022 10:13:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2016-2017
RECORD_ID
PR0440004
PE
4433 - LANDFILL DISPOSAL SITE
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
Active, billable
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
Site Address
6484 N WAVERLY RD LINDEN 95236
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.
/
367
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
2.04 POLYETHYLENE TUBE <br />Polyethylene tube shall be %:" OD x 1/8" ID. The color of tube shall be per the color code of <br />shallow, intermediate, deep probe pipe. <br />_ -2.05 _ PEA -GRAVEL <br />Pea gravel shall: <br />Consist of rounded to subangular material from a natural source (not crushed). <br />1 Contain no limestone. <br />2 Comprise of maximum particle size of 3/8 -inch. <br />= 3 Contain 50 to 90 percent by weight passing No. 4 Sieve. <br />4 Contain less than 3 percent by weight passing No. 200 Sieve. <br />2.06 BENTONITE <br />Bentonite shall be premium grade sodiumbentonite clay, 8 mesh granules, Benseal or <br />approved equivalent. <br />2.07 NEAT CEMENT <br />Neat cement shall be 6 gallons of water per 98 pound sack of cement with a 5 percent <br />Bentonite powder. <br />2.08 CONCRETE <br />The concrete shall be a 5 sack mix concrete. <br />2.09 WELL ENCLOSURE <br />Well enclosure tubing wall thickness shall be minimum 5/16 — inches. Well enclosure shall be <br />constructed as shown in the plans. <br />Contractor shall: <br />1 Cut materials straight and square. <br />FH-LFG System Upgrade Phase 1 Section 01730 Page 21 <br />Technical Specifications Soil Gas Well <br />
The URL can be used to link to this page
Your browser does not support the video tag.