My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0009880
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
ELEVENTH
>
68
>
3500 - Local Oversight Program
>
PR0544749
>
ARCHIVED REPORTS XR0009880
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 10:19:01 AM
Creation date
8/12/2019 11:20:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009880
RECORD_ID
PR0544749
PE
3528
FACILITY_ID
FA0005953
FACILITY_NAME
CAGE N PLAY
STREET_NUMBER
68
Direction
E
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23517108
CURRENT_STATUS
02
SITE_LOCATION
68 E ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
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.
/
37
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
Wright Environmental Services, Tracy, CA Exploratory Boring Log <br /> Project NO 4183 Boring/Well No 13-2 Well Installed No <br /> C1ibrit, City of Tracy Date Drilled Feb 6, 2003 Continuously cored <br />., Location Cage n Play, fib E 11th 5t , Tracy Logger CMP Total Depth 22' <br /> Drilling Method 3"OD GeoProbe Cement Grout Seal 22'to Surface <br /> Permit. PHS EHD#32662 <br /> Water Levels 1st Enc IV Q 09 20 Static 8 49' {d3 11 31 <br /> Sample Core d Depth Borehole <br /> No PID 9 ��� Ltthology Log Completion <br /> Asphalt pavement section <br /> s_2-1 0 1 <br /> o-a <br /> GM- Silty GRAVEL, brown 10YR513 FILL, f-crs sand, <br /> med dense and damp Appears as Class 11 with pea gravel ^ " <br /> � <br /> z 0 2 Same as above, damp <br /> n " <br /> 30 3 10 Driller calls change at 11 feet <br /> CL- Sandy CLAY, stained gray, low plasticity, f sand 20%, <br /> massive, stiff, saturated at 11-12 feet <br /> 0 4 <br /> 15 " <br /> Same as above, stiff, locally moist to saturated <br /> 270 5 rr <br /> Sae as above, thin 2 inch sand bed at 18-19 feet, �A�A <br /> then grading into Sandy Clay <br /> 20 <br /> 20-27 0 6 CL- Sandy CLAY,yellow brown 10YR516, low pfasticity, f sand 40% <br /> dissem in clay, firm, damp to moist , dnller calls refusal at 22 feet <br /> Bottom of Boring =22 feet <br /> Reviewed by RG/CEG <br />
The URL can be used to link to this page
Your browser does not support the video tag.