My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002377
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
G
>
GRANT LINE
>
10
>
3500 - Local Oversight Program
>
PR0545191
>
ARCHIVED REPORTS_XR0002377
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/23/2020 11:31:58 AM
Creation date
1/23/2020 11:27:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002377
RECORD_ID
PR0545191
PE
3528
FACILITY_ID
FA0005301
FACILITY_NAME
JERRY & BARBARAS DEMOLITION
STREET_NUMBER
10
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
10 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
89
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
Wright Environmental Services, Inc., Tracy, CA Exploratory Boring Log <br /> Project No 4184 1 Boring/Well No B-4 Well Installed No <br /> Client Tracy Auto Stereo Date Drilled 3/13/00 Total Depth 22' <br /> Location Granthne at Holly, Tracy, CA Logger CMP Cement Grout Seal 22' to surface <br /> Drilling Method 3" OD Push Casing <br /> Permit PHS E=HD 21754 <br /> Water Levels 1st Enc 8' Static No measurement <br /> Sample Blow a Depth Borehole <br /> No OV Count 0 en {ft) Lithology Log Completion <br /> m CL- Silty CLAY, dark brown 10YR5/3, low plasticity, v f <br /> o, sand ¢5%, stiff, damp <br /> CO <br /> c <br /> B 4 1 <br /> 05 - y 5 Same as above, stiff, damp a=^= <br /> Driller calls change at 7 to 8 feet <br /> B 4 - push SP - SAND, yellowish brown 10YR5/8, f med sand 95%, A+^= <br /> 10 fines 5%, med dense, saturated <br /> 843 <br /> 016 - push 15 ML - Sandy SILT yellowish brown 10 YR 5/8, shows slight <br /> plasticity, v f sand 10-20% dissern , stiff, damp <br /> Driller calls very hard at 19 feet "_"• <br /> 2 <br /> 5 4 4 _ push lost sample, shoe filled only 2 inches <br /> 022 ML - Sandy SILT, yellowish brown 10YR5/8, f med sand 40%, <br /> massive to crudley bedded, rare crs sand 1%, grains float in <br /> matrix, stiff, damp <br /> Bottom of Boring = 22 feet, <br /> water enters borehole slowly <br /> Reviewed by RG/CEG <br />
The URL can be used to link to this page
Your browser does not support the video tag.