My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002394
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
G
>
GRANT LINE
>
15
>
3500 - Local Oversight Program
>
PR0545195
>
ARCHIVED REPORTS_XR0002394
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/23/2020 3:31:53 PM
Creation date
1/23/2020 3:10:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002394
RECORD_ID
PR0545195
PE
3528
FACILITY_ID
FA0002915
FACILITY_NAME
TRACY MARKET INC
STREET_NUMBER
15
Direction
E
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
21435004
CURRENT_STATUS
02
SITE_LOCATION
15 E 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.
/
47
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
W ALT & WITZIG ENWI._.ZERING, INC. <br /> Project Name Williprnc ma <br /> Project No. N027$ <br /> E Site <br /> Boring P_ surface Elevation Driller s:::r:; <br /> i Date Started _r--�2-e0 Groundwater Level <br /> L Date Completed 6=, -)_ate ft. on completion <br /> Weather Cloud", Hot ft. at hrs. <br /> t <br /> i' Boring Method ii 5 ft. at 24 hrs. <br /> Dep zh Blot' Couni Recov. <br /> Description fr ) Sampl " Remarks <br /> 0-4" STONE — <br /> HN0 Readin55 <br /> 15S No Sample <br /> 2SS 4-2-2/2 90 2 <br /> Brown Medium to Coarse SAND w/Clay <br /> 5 <br /> 3SS 1-1-1/1 60 2 <br /> 7 .0 <br /> 4S 3-2-1/1 20 1 <br /> Brown Medium to Coarse SAND w/Large 5S5 <br /> IO 2-1-2/2 50 N.D <br /> h Rocks <br /> I 12 .0 6S5 1-2-2/3 60 1 <br /> Brown Sandy Clayey SILT w/some Sand7SS 1-2-8/10 100 2 <br /> Gravel 6 Sand Seams <br /> 15 <br /> 8S5 2-7-7/8 65 N_D <br /> 16 .5 <br /> Gray Clayey SILT w/same Sand b Gravel 9SS 5-6-10/10 90 N.D <br /> 0.- Gray wet Very Soft SILT IOSS 2-2-2/2 85 <br /> Boring terminated @ 20.0 feet. <br /> k ' <br /> w. <br /> Page 53 <br /> I <br /> 90 <br />
The URL can be used to link to this page
Your browser does not support the video tag.