My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0011661
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
G
>
GRANT LINE
>
541
>
2900 - Site Mitigation Program
>
PR0516430
>
ARCHIVED REPORTS_XR0011661
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/22/2020 1:48:08 PM
Creation date
1/22/2020 1:30:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011661
RECORD_ID
PR0516430
PE
2950
FACILITY_ID
FA0012598
FACILITY_NAME
GRANT LINE AUTO CENTER
STREET_NUMBER
541
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
98376
APN
21449004
CURRENT_STATUS
01
SITE_LOCATION
541 W GRANT LINE 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.
/
289
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
t_+ <br /> PROJECT: 541 WEST GRANT LINE ROAD of B <br /> Log Ooring TR-8 <br /> Tracy, California PAGE 1 OF 1 <br /> Boring location: See Site Plan, Figure 3 Logged by: R. Richards <br /> Date started: 9/23103 Date finished: 9123103 <br /> I Drilling method: Direct push,geoprobe model 5400 mounted on Bobcat <br /> Hammerweight/drop: --- Hammer type: --- <br /> Sampler: 2-inch-diameter split barrel continuous core <br /> SAMPLES <br /> a a) m z^ a MATERIAL DESCRIPTION <br /> W 4 Samplec'o m'o g = <br /> d Number �� o <br /> Surface Conditions: Gravel <br /> TR-8-80- v CLAYEY GRAVEL with SAND (GC) <br /> 1 ® brown,loose,dry,sub-angular, moderately graded, X10 percent sand, 30-35 <br /> 241 percent fines, no odor, FILL <br /> 2 48 GC <br /> . <br /> 3- <br /> 4— <br /> CLAY <br /> 4CLAY with SAND(CL) <br /> 5 CL dark gray-brown,stiff,dry to moist, s15 percent fine-grained sand, no odor <br /> 6 s.s 48 20.6 <br /> SANDY CLAY(CL) <br /> 7 CL brown,soft to medium stiff, moist, X35 percent fine-grained sand, moderate <br /> hydrocarbon odor <br /> 8 <br /> 9 <br /> 10- <br /> 11— <br /> F <br /> 011F 12 <br /> 13 <br /> 14— <br /> 15 <br /> 16 <br /> F. 17- <br /> 18— <br /> r <br /> 71ar 19 <br /> 20 <br /> 21 <br /> r Y 22 <br /> 23 <br /> F m <br /> N 24- <br /> 25- <br /> 26- <br /> 27- <br /> 28- <br /> 29 <br /> 42526 272829 <br /> 2 <br /> �� ��30 <br /> of Boring terminated at feet. <br /> Boring backfilled with cement <br /> cement grout. <br /> w <br /> ... Project No.:3577.01 F'gure: A-8 <br /> } L <br />
The URL can be used to link to this page
Your browser does not support the video tag.