My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2009_16
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440005
>
Archived Reports
>
ARCHIVED REPORTS_2009_16
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 3:53:33 PM
Creation date
7/3/2020 10:54:52 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2009_16
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2009_16.tif
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
160
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
Hole Number: Sheet 15 of 18 <br /> (HEST & ASSOCIATES, INC.- ® 1 Soil Log <br /> Northing: 2,146,441.0 Easting: 6,359,731.4 Ground Surface Elevation: 34.9 <br /> Project: Austin Road NCYCC Drilling Rig Type: Mud Rotary <br /> Project No.: 120081503 Method of Drilling: DB 540 with Mud Puppy <br /> Site Location: Stockton,California Drilling Dates: November 4- 12,2008 <br /> Qo Soil Description GLoglc ° 01 Notes <br /> 140.0 to 141.0 ft.-CLAY,dry,very stiff,rust staining, 8 Resume Drilling @ 0846 on 11/11/2008. <br /> moderate yellowish brown(IOYR 5/4). <br /> 1.0 15 <br /> 141.0 1.5 26 Borehole Area Air Measurements: <br /> 141.0 to 145.0 ft.-CLAY. <br /> 45 0%LEL CH4 / 0 ppm VOC <br /> 142.0 <br /> 29 <br /> 143.0 <br /> 144.0 <br /> 145.0 <br /> 145.0 to 146.3 ft.-CLAY,dry,very stiff,rust staining, 18 <br /> moderate yellowish brown(IOYR 5/4). <br /> 1.3 19 <br /> 146.0 1.5 36 <br /> 45 <br /> 146.3 to 150.0 ft.-CLAY. <br /> 147.0 <br /> 30 <br /> 148.0 <br /> 149.0 <br /> 150.0 <br /> Drilling Contractor: Precision Sampling,Inc. <br /> Driller: Paul Draeger F72 M ELJ <br /> Helper: Tony Young,Robert Kline,&Diego Amador CLAY SILT SAND GRAVEL <br /> Logged By: David Vasbinder <br />
The URL can be used to link to this page
Your browser does not support the video tag.