My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
O
>
OAK
>
221
>
2900 - Site Mitigation Program
>
PR0538392
>
FIELD DOCUMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/8/2020 2:18:07 PM
Creation date
4/8/2020 2:12:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0538392
PE
2950
FACILITY_ID
FA0022180
FACILITY_NAME
VALENTINE CONSTRUCTION
STREET_NUMBER
221
STREET_NAME
OAK
STREET_TYPE
ST
City
MANTECA
Zip
95337
APN
21939018
CURRENT_STATUS
01
SITE_LOCATION
221 OAK ST
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.
/
193
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
Boring: B-5 <br /> Meuchine Page 1 of 1 <br /> Project Name : Valentine Properties Project Number: Zion-2420-CA <br /> Date: 1/29/2014 Project Location Manteca,CA <br /> Drilling Contractor: Cascade Drilling Method: Geoprobe <br /> Logged By: EJD <br /> Notes: <br /> m <br /> o <br /> E 'o £ s Visual Classification <br /> 0 <br /> Concrete-4-5 inches;Sand with some silt,fine to coarse sand,tan,slightly <br /> Y �:: <br /> ......................... � ...... ................. ?. moist <br /> :.h: •:. <br /> � .c :c i;' SM <br /> 2 v , k.. <br /> ......................... ........... ••r,`: ..l 1. <br /> ............I............ 30/ _....... <br /> .: <br /> ......................... 36 ...... ........... Silt with some fine sand and trace clay,tan,slightly moist <br /> . ML <br /> .............................................. ...... ............ <br /> ........................ ...... _._....... <br /> . <br /> 10 24/ Sand,fine to coarse sand,tan,dry <br /> 48 <br /> ............................................... ...... ..._....... SP <br /> ........................ ._... ........... <br /> 36/ <br /> ..........15 48......... ...... ............ .._. <br /> • • • •• ..........••• Silty sand,fine to coarse,tan,saturated <br /> � . <br /> 48/ <br /> ......................... ............;r. <br /> 48 'y '.` Y:. <br /> SM <br /> B-56 •e� ..c is <br /> 20 ¢ <br /> Silt with trace fine sand and trace clay,tan,moist <br /> 48 ML <br /> ......................... ...... ............ <br /> .........25.......... <br /> End boring at 24 feet bgs,groundwater encountered at^'20 feet bgs, B-SW <br />
The URL can be used to link to this page
Your browser does not support the video tag.