My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0011159
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
F
>
FREMONT
>
2494
>
2900 - Site Mitigation Program
>
PR0506171
>
ARCHIVED REPORTS_XR0011159
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/9/2020 5:10:36 PM
Creation date
1/9/2020 4:27:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011159
RECORD_ID
PR0506171
PE
2950
FACILITY_ID
FA0003863
FACILITY_NAME
SOHAL #3
STREET_NUMBER
2494
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15328008
CURRENT_STATUS
02
SITE_LOCATION
2494 E 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.
/
110
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
Cambria Environmental Technology, Inc. B®RINGI I■ELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone: (707) 935-4850 <br /> Fax. (707) 935-6649 <br /> . CLIENT NAME Shell Oil Products US BORINGIWELL NAME S-2-85 <br /> JOB/SITE NAME Shell-branded Service Station DRILLING STARTED 17-Dec-03 <br /> LOCATION 2494 East Fremont Street Stockton California DRILLING COMPLETED 19-Dec-03 <br /> Continued from Previous Page <br /> J ~ a' C? <br /> 0.0 LITHOLOGIC DESCRIPTION 2 WELL DIAGRAM <br /> mO 2 X w� C6 _j Za <br /> CL 0 N w C7 O D <br /> medium sand;low plasticity. en oni a ea <br /> 19 @ 74'-Clavev Sandy SILT(RAL); yellowish brown 76.5 <br /> (IOYR 514);hard;moist to wet;20%clay,55%silt,25% Monterey <br /> 0 fine to medium sand;low plasticity. Sand#7112 <br /> 30 5 @ 75'-wet;20%clay,50%silt,30%fine to coarse sand. <br /> SM @ 76'-yellowish brown(10YR 516);20%clay,45%silt, <br /> i3 5%fine to coarse sand. <br /> +0 80 Silty GTaveIIY SAND (SAI{};brown(10YR 5/6);very 80.5 <br /> ,5 dense;wet; 10%clay,20%silt,40%fine to coarse sand, <br /> 50 4- GM o 30%fine gravel. <br /> @ 78'-Silty SAND(SM); brown(10YR 513);very 82.0 <br /> e 4"-diam., <br /> ,t dense;moist; 10%clay,40%silt,50%fine to coarse 0.020"Slatted <br /> �� SM sand. Schedule 40 <br /> @ 79' <br /> -Silty Gravelly SAND(SM);yellowish brown 84.0 PVC <br /> (10YR 514);medium dense;wet; 10%clay,20%silt,40% <br /> 1685 SW edium to coarse sand 30%fine ravel, <br /> r'". Sandy GRAVEL(GM);dark yellowish brown(10YR 86.0 <br /> GP 414);very dense;wet;5%clay, 10%silt 30%fine to 86.5 <br /> sas edium sand 55%fine to coarse ravel. <br /> ML Silty Gravelly SAND(SM);yellowish brown(10YR 516); <br /> medium dense;wet;5%clay,20%silt,40%fine to coarse 88.0 <br /> Bottom of <br /> and 35%fine ravel. Boring @ 88 ft <br /> SAND(SWI ;yellowish brown(10YR 516);very dense; <br /> at,5%silt 95%fine to coarse sand. <br /> Sandy GRAVEL(GP);dark grayish brown(10YR 412); <br /> very dense;wet;5%silt,45%fine to coarse sand,50% <br /> ne ravel. <br /> Sandy Clavev SILT(ML);dark grayish brown(10YR <br /> 412);hard;moist;30%clay,50%silt,20%very fine sand; <br /> edium plasticity. <br /> 0 <br /> c� <br /> J <br /> 4 <br /> W <br /> a <br /> d <br /> c? <br /> m <br /> 0 <br /> Z <br /> i <br /> m <br /> O <br /> a <br /> c� <br /> 0 <br /> J <br /> J <br /> WgJ <br /> } <br /> PAGE 3OF3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.