My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS_CASE 1
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WEBER
>
936
>
2900 - Site Mitigation Program
>
PR0507178
>
FIELD DOCUMENTS_CASE 1
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/23/2020 2:36:20 PM
Creation date
6/23/2020 1:24:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
FileName_PostFix
CASE 1
RECORD_ID
PR0507178
PE
2950
FACILITY_ID
FA0007729
FACILITY_NAME
STOCKTON MULTMODAL
STREET_NUMBER
936
Direction
E
STREET_NAME
WEBER
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
936 E WEBER AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
55
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
NOW %W01 <br /> Wright Environmental Services, Inc., Tracy, CA Exploratory Boring Log <br /> Project No. 1117 Boring/Well No. B-6 <br /> Client: SJRR Comm. Date Drilled: October 9, 1997 <br /> Location: Weber Station, Stockton, CA Logger: CMP Well Installed: No <br /> Parcel 6, near gate Total Depth: 16.5' <br /> Drilling Method: 8" OD Hollowstem Cement Grout Seal: 16.5' to surface <br /> Permit: CSJ PHS-EHD #013916; 013915 <br /> Water Levels: 1st Enc: None Static: -- <br /> m <br /> Sample Blow a Depth Borehole <br /> No. Han Count ca (ft) Lithoiogy Logco Completion <br /> Gravel Surface fill <br /> CL - Silty CLAY, very dark gray 10YR3/1, low plasticity, v. f. <br /> sand 10% dissm., massive drills firm, damp. <br /> 5 <br /> B-6Q 0 ML - Sandy SILT, reddish brown 5YR4/4, f. sand 20%, massive, <br /> 51 push firm, damp. <br /> 10 <br /> B-6 _ Same as above, contains 2 to 6-inches thick, fine-med. sand <br /> 101 25 intebbeded, very stiff, damp. <br /> ML - Sandy SILT, red brown 5YR4/4, nonplastic, caliche <br /> 15 infilled burrows, fine sand 35%, silt 65%, massive, stiff, damp. <br /> B-6 _ 25 <br /> 15' <br /> Bottom of Boring = 16.5 feet <br /> Note: Han. refers to the Modified Hanby Field Analytical <br /> Laboratory test which yields a field colormetric qualitative <br /> mesasurement of presence of petroleum hydrocarbons in <br /> parts per million. <br /> Reviewed by RGiCEG <br />
The URL can be used to link to this page
Your browser does not support the video tag.