My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0012173
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
M
>
MINER
>
437
>
3500 - Local Oversight Program
>
PR0541875
>
ARCHIVED REPORTS_XR0012173
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/16/2020 5:55:51 PM
Creation date
3/16/2020 3:50:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012173
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.
/
51
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
Field location o1 boring Protect No 782702 1 Date 10-1-93 i.Boring No <br /> client UNOCAL Corporation U-E <br /> (Refer to Plate 2) Location 437 E Miner Avenue <br /> City Stockton <br /> Logged by S J Carter --eller West HazMat of 1 <br /> Casing Installation data <br /> Drilling Method Hollow-stem auger <br /> Hois diameter 8-inches Top of Box Elevation I Datum <br /> — water Level i <br /> Time <br /> YL <br /> a yz' ° ro2 Date <br /> Description <br /> 2 <br /> 3 <br /> 4 <br /> 5 <br /> S&H SAND with GRAVEL and CLAY SP-SC —Grayish brown 2 5 Y <br /> 6 s 5/2),dense, moist, 55-60%fine to coarse sand,30-35%fine to <br /> 0 1 40 UE-6 5 coarse gravel,5- 10%clay <br /> 7 <br /> 8 <br /> 9 <br /> 10 <br /> S&H SANDY CLAY CL —Dark yellowish brown 10YR 414 medium <br /> UE- 11 stiff, moist, low plasticrty,60-65%clay,35-40%fine to medium <br /> 0 9 115 sand trace fine 2ravel, rootholes <br /> 12 <br /> 13 <br /> 14 <br /> 15 <br /> S&H Trace calcde concretions at 15 feet, rootholes <br /> UE- 16 <br /> 0 29 165 <br /> 17 <br /> 18 <br /> Bottom of boring= 16 5 feet <br /> 19 10-1-93 <br /> 20 <br /> Remarks "Converted to equivalent Standard Penetration blows/ <br /> GeoStrategies Inc Log of Boring WELL NO <br /> GSI U-E <br /> JOB NUMBER REVIEWED BY DATE REVISED DATE REVISED DATE <br /> 782702 G G SS 10/93 <br />
The URL can be used to link to this page
Your browser does not support the video tag.