My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2011
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
AWANI
>
0
>
4400 - Solid Waste Program
>
PR0504218
>
ARCHIVED REPORTS_2011
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/21/2025 10:55:13 AM
Creation date
7/3/2020 10:35:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2011
RECORD_ID
PR0504218
PE
4430 - SOLID WASTE CIA SITE
FACILITY_ID
FA0006126
FACILITY_NAME
CITY OF LODI LANDFILL
STREET_NUMBER
0
Direction
N
STREET_NAME
AWANI
STREET_TYPE
DR
City
LODI
Zip
95240
APN
04125038
CURRENT_STATUS
Active, billable
SITE_LOCATION
N AWANI DR
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4430_PR0504218_0 N AWANI_2011.tif
Site Address
N AWANI DR LODI 95240
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.
/
306
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
Page 4 rr 182--063-00 <br /> Information received from individuals in the community of <br /> Lodi revealed that the site had been used to dispose of foundry <br /> wastes , household garbage, construction wastes , etc. Most of the <br /> site history was based on personal interviews with very little <br /> documented information. <br /> FIELD AND LABORATORY INVESTIGATION PROGRAM <br /> Eleven (11). borings were advanced to depths ranging from 20 <br /> to 45 feet at various locations within the site boundary. -Both a <br /> Modified Penetration Sampler (2- 3/8" diameter.) and a Standard <br /> Penet.ration Sampler were used during our investigation . <br /> Relatively undisturbed samples of the soils were taken- for visual <br /> `examination , classification and laboratory testing. All borings <br /> were drilled with 6 inch diameter flight auger- type drilling <br /> equipment. In addition, 7 backhoe pits were excavated to explore <br /> the subsurface conditions . These pits were advanced to a depth <br /> of approximately 18 feet. <br /> Selected samples from the borings were tested in our <br /> laboratory to determine the settlement and strength <br /> characteristics . In addition , selected. samples from the test <br /> pits were analyzed to determine organic content . A plot plan <br /> showing soil borings and test pit locations are presented in this <br /> report. Logs of borings as well as results of laboratory tests <br /> are presented in Appendix A. <br /> Mie Foundation Fripipecrs, int. <br />
The URL can be used to link to this page
Your browser does not support the video tag.