My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS_FILE 2
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MINER
>
437
>
3500 - Local Oversight Program
>
PR0541875
>
FIELD DOCUMENTS_FILE 2
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/16/2020 4:48:50 PM
Creation date
3/16/2020 2:05:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
FileName_PostFix
FILE 2
RECORD_ID
PR0541875
PE
2960
FACILITY_ID
FA0024017
FACILITY_NAME
CHEVRON SITE 306415
STREET_NUMBER
437
Direction
E
STREET_NAME
MINER
STREET_TYPE
AVE
City
STOCKTON
Zip
95202
APN
1392417
CURRENT_STATUS
01
SITE_LOCATION
437 E MINER AVE
P_LOCATION
01
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.
/
117
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
Gettler-Ryan. Inc. Log of Boring U-26 <br /> e Station No 0187 <br /> LOCATION 437 East Miner Avenue, Stockton, CA <br /> PROJECT Former Unocal Servic <br /> m co N WELL DIAGRAM <br /> GEOLOGIC DESCRIPTION <br /> in (n <br /> > _ - CL <br /> CLAY (CL) - dark gray (75YR 4/1), wet,hard,80% <br /> clay, 30% silt, 10% fine to medium sand,trace of <br /> micas w <br /> 8 >50 U-28-955 u <br /> MLSILT (ML)- dark gray (7 SYR 4/1),moist,hard 70% <br /> sdt, 20%clay.to% fine to medium sand a <br /> u <br /> 4 >50 <br /> 102 CL CLAY (CL)- very dark gray 57 SYR 3/1).moist,hard, ti <br /> BOX clay, 30%silt,10% tine to medium sand c <br /> 0 <br /> `c <br /> 8 >50 -28-105 <br /> • 108 = <br /> 5 75 U-28-111 = <br /> 11Q qp � <br /> >50 U-28-1155 -- <br /> SM SILTY SAND lSM) - very tlark gray (7 SYR 3/1),wet, n <br /> very dense.80% fine to medmm sand. 20% sdt _ <br /> 5 >50 U-28-119 <br /> 120 Bottom of boring at 120 feet bgs <br /> (w = Converted to equivalent standard penetration <br /> blows/toot) <br /> 126 <br /> 132 <br /> • <br /> 138 Page 3 of 3 <br /> JOB NUMBER 240042 It <br />
The URL can be used to link to this page
Your browser does not support the video tag.