My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0012056
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
M
>
MINER
>
437
>
3500 - Local Oversight Program
>
PR0541875
>
ARCHIVED REPORTS_XR0012056
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/16/2020 6:00:21 PM
Creation date
3/16/2020 2:24:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012056
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.
/
68
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 /> • PROJECT Former Unocal Service Station No 0187 LOCATION 437 East Miner Avenue, Stockton, CA <br /> * m <br /> cn <br /> z of Cn WELL DIAGRAM <br /> e � �, J GEOLOGIC DESCRIPTION <br /> n w w Cs <br /> r a ii a <br /> CL <br /> �' of a a a o <br /> 0— (L m N cn Lo U) <br /> >505 CL <br /> CLAY (CL) - dark gray (7 5YR 4/1), wet, hard, 60% <br /> clay, 30% silt, 10% fine to medium sand, trace of <br /> micas w <br /> 8 >50 U-26-955 e <br /> m <br /> 96 Q IN INCL " <br /> ML SILT (ML) - dark gray (7 5YR 4/1), moist, hard, 70% $ <br /> silt, 20%clay, 10% fine to medium sand <br /> n <br /> m <br /> 4 >60 <br /> x <br /> c <br /> _ _ m <br /> 102 - -- - A <br /> CL CLAY (CL) - very dark gray (7 5YR 3/1), moist, hard, ti <br /> 60% clay, 30% silt, 10% fine to medium sand <br /> c <br /> _ o <br /> B >50 -26-105 v <br /> • 108 <br /> 5 75 U-26-111 <br /> Z N <br /> N 0 N <br /> 114 N = <br /> co 0 <br /> >50 U--28-1155 __ _( _ _very__ _ _ <br /> SM SILTY SM) - dark gray (7 5YR 3/1), wet, <br /> SAND — <br /> very dense, 80% fine to medium sand, 20% silt N —_ <br /> 5 >50 U-26-119 — <br /> 120 Bottom of boring at 120 feet bgs <br /> (* = Converted to equivalent standard penetration <br /> blows/foot) <br /> 126- <br /> 132- <br /> 11387 <br /> 138 <br /> Page 3 of 3 <br /> JOB NUMBER 24004211 <br />
The URL can be used to link to this page
Your browser does not support the video tag.