My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_WELL INSTALL AND QUARTERLY GROUNDWATER MONITORING REPORT 2008
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
F
>
FREMONT
>
1950
>
2900 - Site Mitigation Program
>
PR0523458
>
ARCHIVED REPORTS_WELL INSTALL AND QUARTERLY GROUNDWATER MONITORING REPORT 2008
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/9/2020 2:48:16 PM
Creation date
1/9/2020 2:37:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
WELL INSTALL AND QUARTERLY GROUNDWATER MONITORING REPORT 2008
RECORD_ID
PR0523458
PE
2959
FACILITY_ID
FA0015852
FACILITY_NAME
FORMER TEC FACILITY
STREET_NUMBER
1950
Direction
W
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
952032041
APN
13336040
CURRENT_STATUS
01
SITE_LOCATION
1950 W FREMONT ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
142
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
Location Map <br /> E A R T H `) T E c H Borehole/Well No: MW-3 <br /> A t11CO INTERNATIONAL LTD.COMPANY Page 2 of 2 <br /> Project Name: Tyco Electronics Fremont Street Project No.: 102790 <br /> Client: Tyco Electronics Corporation Borehole Depth: 20' <br /> Driller: Gerard G.of RSI Borehole Diameter: 3'7 8" <br /> Start Date: 06/09/08 <br /> Drilling Equipment: Hand Auger/Geoprobe 6620DT combo rig Completion Date: 06/09/08 <br /> Location Description: Drilling Method: Hand auger/DPT and HSA Logged By: P.Dotson <br /> Sampling Method: Slide hammer/dual tube Checked By: B.Loebner <br /> CLL W <br /> QO N E .�0.. CL T <br /> fl U > w <br /> Sample 3 0 a a <br /> ID. i= m x � o U <br /> O—_ ) Lithology Remarks <br /> CLAYEY SILT:grayish brown(2.5YR 4/4);low plasticity,medium <br /> stiff;moist <br /> ' 16'grades to <br /> SILTY CLAY:dark yellowish brown(I OYR 4/4);low plasticity;soft; <br /> moist <br /> r 17.5 CL <br /> 17.5 <br /> 18.5-20' <br /> 930 4/4 plasticity and <br /> moisture content <br /> increase with <br /> 19'grades to depth. <br /> Wet @ 17.5'. <br /> ML CLAYEY SILT:dark grayish brown(2.5Y 4/2);some fine sand;low Complete boring- <br /> 20 plasticity;soft;wet to saturated at 0930. <br /> Total depth drilled-20'bgs. <br /> Total depth sampled-20'bgs. <br /> 22.5 22.5 <br /> 25 25 <br /> r <br /> 27.5 <br /> 27.5 <br /> 30 <br /> L:I work11027901generallGWM ReportUQ20081 Boring <br />
The URL can be used to link to this page
Your browser does not support the video tag.