My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2009
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HARNEY
>
14750
>
4400 - Solid Waste Program
>
PR0440007
>
ARCHIVED REPORTS
>
ARCHIVED REPORTS_2009
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/14/2020 3:50:56 AM
Creation date
7/3/2020 11:09:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2009
RECORD_ID
PR0440007
PE
4434
FACILITY_ID
FA0000595
FACILITY_NAME
HARNEY LANE LANDFILL
STREET_NUMBER
14750
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06503006
CURRENT_STATUS
01
SITE_LOCATION
14750 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4434_PR0440007_14750 E HARNEY_2009.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.
/
211
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
LOG OF EXPLORATORY BOKING <br /> PROJECT NUMBER 939-01.09 BORING NO. GW-6 <br /> .' PROJECT NAME Harney Lane Landfill PAGE 2 OF 2 <br /> BY L. Gallagher DATE 10/9/91 SURFACE ELEV. ft. <br /> . : <br /> W LITHO- <br /> WELL <br /> W _GRAPHIC DESCRIPTION DETAIL <br /> rn COLUMN <br /> (SP), continued. <br /> 25 . . . <br /> SANDY CLAY (CL), yellowish brown (10YR, <br /> 5/8); 15-25% fine to very fine sand, subangular <br /> to subrounded; 75-80% moderate-plasticity <br /> fines; damp. <br /> 30 - <br /> CLAYEY 1 <br /> SAND (SC), yellowish brown (10YR, ' <br /> 5/8); 65-75% very fine to medium sand, <br /> subangular to subrounded; 25-35% <br /> low-plasticity fines; damp. <br /> ]BORING ATED AT 34 FEET. <br /> 35— <br /> REMARKS <br /> 5 REMARKS <br /> Boring drilled with 6-inch-diameter solid IIight augers. Boring converted to a 0.5-inch-M PVC Tri-level Gas <br /> Probe. Logged from drill cuttings. <br /> LMO I <br />
The URL can be used to link to this page
Your browser does not support the video tag.