My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002253
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
G
>
GRANT LINE
>
574
>
3500 - Local Oversight Program
>
PR0545205
>
ARCHIVED REPORTS_XR0002253
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/27/2020 3:46:34 PM
Creation date
1/27/2020 3:28:12 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002253
RECORD_ID
PR0545205
PE
3528
FACILITY_ID
FA0003164
FACILITY_NAME
NORTH POLE GAS & FOOD INC
STREET_NUMBER
574
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
574 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.
/
79
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
1 <br /> SOIL BORING LOG AND COMPLETION DETAILS Baring BH-C <br /> 1 Protect Name Former Scotty's Project Location 574 West Grant Line Road, Tracy, CA Page 1 of 1 <br /> Driller Vironex Type of Rig Geoprobe Size of Drill 2 0" Diameter Direct Push <br /> Logged By Charlie Rous Date Drilled March 19, 1998 Checked By Robert E Kitay, R G <br /> WATER AND WELL DATA Total Depth of Well Completed NA <br /> Depth of Water First Encountered 6 5' Well Screen Type and Diameter NA <br /> ' Static Depth of Water in Boring 6 5' Well Screen Slot Size NA <br /> Total Depth of Boring 8 0' Type and Size of Soil Sampler 2 0" 1 D Macrocore Sampler <br /> ' SOIUROCK SAMPLE DATA — <br /> DESCRIPTION OF LITHOLOGY <br /> LL 0 LL <br /> BODING n a'� n standard classification, texture, relative moisture, <br /> DETAIL N �, g cE o E. densit , stiffness, odor-sta[nin , USCS designation <br /> d 0 0 <br /> ' 0 CZ 0 Asphalt <br /> E <br /> sssss Sandy SILT (ML), very dark olive gray to dark gray, <br /> U :cssss damp, stiff, 85-90% silt with clay, 10-15% fine <br /> 3 sss, s,�s <br /> s, s, gss sand, roots, low plasticity, low estimated K, <br /> CZ s sas s s no odor <br /> 5 0sY ys�sys 5 @6 5', as above, dark greenish gray with dark gray <br /> - s Ss�fis and light gray mottling, wet, stiff, strong <br /> _ 523 s, s, sss hydrocarbon odor <br /> va fiytsfi sfifi <br /> cn srsrr�'s�'s <br /> 1 U Bottom of boring at 8' <br /> 10 10 <br /> ' 15 15 <br /> 20 20 <br /> I <br /> ' 25 25 <br /> I <br /> I 1 <br /> i <br /> I <br /> I ' 30 30 <br /> AQUA -SCOENCE LF HHGJ NEERS, INC <br />
The URL can be used to link to this page
Your browser does not support the video tag.