My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_BORING LOGS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HANSEN
>
24550
>
2900 - Site Mitigation Program
>
PR0537774
>
ARCHIVED REPORTS_BORING LOGS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/29/2020 6:07:44 PM
Creation date
1/29/2020 4:33:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
BORING LOGS
RECORD_ID
PR0537774
PE
2950
FACILITY_ID
FA0021779
FACILITY_NAME
FED X GROUND TRACY PROJECT
STREET_NUMBER
24550
Direction
S
STREET_NAME
HANSEN
STREET_TYPE
RD
City
TRACY
Zip
95377
CURRENT_STATUS
01
SITE_LOCATION
24550 S HANSEN RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
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.
/
238
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
Clayton PROJECT NO.: 70-02657.00 DATE: 3/23/_ 04 BORING NO. <br /> LOG OF CLIENT: SHELL <br /> 67 <br /> EXPLORATORY BORING LOCATION: SCHULTE&HANSOM/TRACY,CA Sheet <br /> Field location of boring: LOGGED BY: CP DRILLER: CASCADE of 6 <br /> .` TRENCH 3 Drilling Method: AIR ROTARY Hole Dia.: 10 IN. <br /> ae� <br /> Casing Installation Data; 3/23/04 <br /> `a/ N <br /> _ <br /> Ground Elev.: B-66 B-67` Datum <br /> S <br /> Drilling <br /> e Soil water Lovell <br /> Roto PID p m Group Vtho- Time <br /> PTiMIN OVA t p Symbol graphic <br /> It I (u8C3) Symbol Date <br /> (FT) 0 <br /> 0 0 0 o DESCRIPTION <br /> x'37 Gp o e o* SAND AND GRAVEL,AS ABOVE,WET,WELL ROUNDED <br /> 82 ° <br /> SILTY SAND,WET,FINE TO MEDIUM GRAINED,WELL SORTED,ROUNDED, <br /> 84 SM NO HYDROCARBON ODOR <br /> 86 <br /> SILT WITH SOME SAND,TRACE CLAY,TRACE GRAVEL.DRY <br /> 88 ADD 10 FT.TO ROD-DR/E SAMPLE COLLECTED AT 88-89 FT.BGS <br /> 11:03 90 <br /> 92 ML <br /> 94 <br /> 96 <br /> 98 SILTY CLAY TRACE GRAVELlS%D BROWN LOW TO MEDIUM PLASTICITY STIFF <br /> ADD 10 FT.TO ROD <br /> 11:22 100 <br /> 102 <br /> 104 <br /> 106 <br /> 108 CL ADD 10 FT.TO ROD <br /> 11:52 <br /> 110 SILT!CLAY,TRACE GRAVEL/SAND,BROWN,AS ABOVE <br /> 112 <br /> 114 <br /> HOLE IS NO LONGER FULL OF WATER <br /> 116 <br /> op 118 ADD 10 FT.TO ROD <br /> 12: 120 <br />
The URL can be used to link to this page
Your browser does not support the video tag.