My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
CORRESPONDENCE_2007-2009
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WAVERLY
>
6484
>
4400 - Solid Waste Program
>
PR0440004
>
CORRESPONDENCE_2007-2009
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/17/2025 10:07:13 AM
Creation date
1/4/2022 2:21:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2007-2009
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.
/
343
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
0 <br />I <br />0 <br />r7 <br />AS NEEDED <br />AS NEEDED <br />0 <br />1 ENCLOSURE COVER <br />MIN WELL ENCLOSURE TOP EDGE <br />SAMPLING TUBE <br />PROBE TOP <br />f noOL <br />;4.1 86t <br />SAMPLING INTERVAL VARIES <br />PAINT W/ 2 COATS RUST INHIBITIVE PAINT (RED) <br />INSTALL 4" X 3/4" CARRIAGE BOLT IN WET CONCRETE <br />PER THE DIRECTTION OF THE ENGINEER <br />INSCRIBE WELL NUMBER IN WET CONCRETE <br />GROUND SURFACE <br />CONCRETE BASE <br />CEMENT SLURRY. (6 GAL WATER PER 98 LB SACK) <br />W/5% BENTONITE <br />BENTONITE <br />HYDRATE PRIOR TO PLACING CEMENT <br />PROBE PIPE <br />SHALLOW SOIL GAS PROBE <br />BENTONITE. LOCATION OF <br />BENTONITE SEALS TO BE SELECTED <br />BY ENGINEER TO AVOID OBSTRUCTION OF <br />PERMEABLE LENS (TYP) <br />INTERMEDIATE SOIL GAS PROBE <br />PROBE TOP SCHEDULE <br />TUBE <br />COLOR <br />DEPTH OF <br />PROBE <br />z <br />RED <br />PROTECTIVE WELL <br />0 <br />ENCLOSURE <br />INTERMEDIATE <br />DIM. SEE SCHEDULE <br />YELLOW/GOLD <br />DEEP <br />1/4" <br />WEEP HOLE <br />w <br />CONCRETE UP <br />3' MIN <br />0 <br />r7 <br />AS NEEDED <br />AS NEEDED <br />0 <br />1 ENCLOSURE COVER <br />MIN WELL ENCLOSURE TOP EDGE <br />SAMPLING TUBE <br />PROBE TOP <br />f noOL <br />;4.1 86t <br />SAMPLING INTERVAL VARIES <br />PAINT W/ 2 COATS RUST INHIBITIVE PAINT (RED) <br />INSTALL 4" X 3/4" CARRIAGE BOLT IN WET CONCRETE <br />PER THE DIRECTTION OF THE ENGINEER <br />INSCRIBE WELL NUMBER IN WET CONCRETE <br />GROUND SURFACE <br />CONCRETE BASE <br />CEMENT SLURRY. (6 GAL WATER PER 98 LB SACK) <br />W/5% BENTONITE <br />BENTONITE <br />HYDRATE PRIOR TO PLACING CEMENT <br />PROBE PIPE <br />SHALLOW SOIL GAS PROBE <br />BENTONITE. LOCATION OF <br />BENTONITE SEALS TO BE SELECTED <br />BY ENGINEER TO AVOID OBSTRUCTION OF <br />PERMEABLE LENS (TYP) <br />INTERMEDIATE SOIL GAS PROBE <br />PROBE TOP SCHEDULE <br />TUBE <br />COLOR <br />DEPTH OF <br />PROBE <br />z <br />RED <br />SHALLOW <br />0 <br />BLUE <br />INTERMEDIATE <br />z <br />YELLOW/GOLD <br />DEEP <br />z <br />w <br />Q <br />o <br />z <br />0 <br />U) <br />z <br />w <br />0 <br />x <br />d <br />w <br />0 <br />w <br />0 <br />r7 <br />AS NEEDED <br />AS NEEDED <br />0 <br />1 ENCLOSURE COVER <br />MIN WELL ENCLOSURE TOP EDGE <br />SAMPLING TUBE <br />PROBE TOP <br />f noOL <br />;4.1 86t <br />SAMPLING INTERVAL VARIES <br />PAINT W/ 2 COATS RUST INHIBITIVE PAINT (RED) <br />INSTALL 4" X 3/4" CARRIAGE BOLT IN WET CONCRETE <br />PER THE DIRECTTION OF THE ENGINEER <br />INSCRIBE WELL NUMBER IN WET CONCRETE <br />GROUND SURFACE <br />CONCRETE BASE <br />CEMENT SLURRY. (6 GAL WATER PER 98 LB SACK) <br />W/5% BENTONITE <br />BENTONITE <br />HYDRATE PRIOR TO PLACING CEMENT <br />PROBE PIPE <br />SHALLOW SOIL GAS PROBE <br />BENTONITE. LOCATION OF <br />BENTONITE SEALS TO BE SELECTED <br />BY ENGINEER TO AVOID OBSTRUCTION OF <br />PERMEABLE LENS (TYP) <br />INTERMEDIATE SOIL GAS PROBE <br />PROBE TOP SCHEDULE <br />TUBE <br />COLOR <br />DEPTH OF <br />PROBE <br />DISTANCE FROM PROBE <br />TOP TO WELL <br />ENCLOSURE TOP EDGE <br />RED <br />SHALLOW <br />4" <br />BLUE <br />INTERMEDIATE <br />3" <br />YELLOW/GOLD <br />DEEP <br />2" <br />DEEP SOIL GAS PROBE <br />PEA GRAVEL (TYP) <br />BOTTOM OF WELL 8. <br />(MIN) <br />TRIPLE PROBE SOIL GAS MONITORING WELL <br />hill\Drawin s\FH-Tri le Soil Gas Well Inst 3-2307.tlw <br />COUNTY OF SAN JOAQUIN SOIL GAS MONITORING TRIPLE PROBE <br />WELL INSTALLATION SOIL GAS WELL <br />FIG 3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.