My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_1995
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WAVERLY
>
6484
>
4400 - Solid Waste Program
>
PR0440004
>
ARCHIVED REPORTS
>
ARCHIVED REPORTS_1995
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 3:53:09 PM
Creation date
7/3/2020 10:41:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1995
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_1995.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.
/
310
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
SENT BY:Ei4ICON ASSOCIATES 6-95 ; 14:37 Eh1CON SACRA EE\TO-< 209 4683078;,4r 3 <br /> LOG OF EXPLORATORY BORING <br /> PROJECT NUMBER 0939.004.07 BORING NO. -3 <br /> PROJECT NAME San Joaquin County Public Warks Foothill Landfill PAGE 1 OF 8 <br /> BY B.Luewen DATE 12/29/94 SURFACE ELEV. ft. <br /> (ag LITHO— WELL <br /> p� <br /> GRAPHIC DESCRIPTION DETAI <br /> Q�c COLUMN <br /> N <br /> 46 <br /> Top Soil:Silty sand W swirly silt with common well <br /> rounded medium grain gravel claAs. l <br /> 5 <br /> 10 Note:Air drilling prevented recovery of nearly all <br /> stratigraphic features. <br /> SIl.TSTONE(SQ.pale brown(5YR,5/2);common <br /> fine black inclusions;laminated;brittle;friable: <br /> 15 — damp' <br /> tz <br /> 20 — Medium gray 5N. <br /> 25 = <br /> 3U <br /> S NE(SS}, <br /> modcrate brown(5YR,4/4), <br /> 100%subrounded,well sorted,fine grained sand; <br /> abundant Calcium Carbonate cement:;damp. <br /> 35 — SILTS"t'ONB(SiL'1),medium gray(5N); 100%silt: <br /> trace fine sand;laminated;friable:trace pinkish <br /> devitrified volcanic glass.damp. <br /> F1 1 40 <br /> RHM"K3 <br /> Boring completedas a 4 inch I.D.Sdodulo 80 PVC groundwater monitoring well. <br /> G <br /> ASSO ATF <br />
The URL can be used to link to this page
Your browser does not support the video tag.