My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
G
>
GRANT LINE
>
2375
>
3500 - Local Oversight Program
>
PR0545208
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/27/2020 4:21:23 PM
Creation date
1/27/2020 4:11:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545208
PE
3528
FACILITY_ID
FA0003772
FACILITY_NAME
GRANT LINE SHELL*
STREET_NUMBER
2375
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
21402017
CURRENT_STATUS
02
SITE_LOCATION
2375 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
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.
/
34
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 BORINGIWELL LOG <br /> 270 Perkins Street <br /> Sonoma,California 95476 <br /> Telephone: (707)935-4850 <br /> Fox: (707)935-6649 <br /> CLIENT NAME Shell Oil Products US BORINGIWELL NAME MW-5 <br /> JOB/SITE NAME Shell-branded Service Station DRILLING STARTED 27-Jan-05 <br /> LOCATION 2375 West Grant Line Road Tracy,California DRILLING COMPLETED 28Jan-05 <br /> PROJECT NUMBER 1661 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION 26.91 it above msl <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 26.60 ft above msl <br /> BORING DIAMETER 8' SCREENED INTERVAL_ 10 to 25 fbg <br /> LOGGED BY J.Gerbrandt DEPTH TO WATER(First Encountered) 13.5 ft f28Jan-05) SZ <br /> REVIEWED BY J.Neely.PG 6927 DEPTH TO WATER(Static) _ 13A It(28-Jan-05) 1 <br /> REMARKS In the entrance road to the carwash buildln . <br /> Q _ <br /> g Oz 2 W a^ a0 c~i <br /> a m U a o ' (qO SOIL DESCRIPTION 0 WELL DIAGRAM <br /> Uo <br /> CONCRETE 0.5 <br /> VBentDnite <br /> 5 SILT(MLl;very dads gray(10YR 3/1);moist;40%clay, <br /> 21.0 MW-6- 55%silt;5%fine sand. <br /> 5.0' 10 <br /> 0.0 MW-5- ML @ 10.75'-brown(10YR 4/3);40%clay;60%slit. <br /> 10.0' <br /> —16— <br /> @ 15.0'-40%clay,55%silt 5°/h fine sand. <br /> 0.0 MW-5- <br /> 15.0' <br /> 2"-diam., <br /> 0.020"Slotted <br /> Schedule 40 <br /> PVC <br /> —20— <br /> @ 20.0'-wst;35%clay.550/a silt;10%fine sand. <br /> F 0.0 MW-5- <br /> 20.0' <br /> a 22.5 <br /> 0 <br /> SM Silty SAND(SM);brown(10YR 4/3);wet;350/6 clay, <br /> 15%sift,50%fine sand. _0.0 MW-5 <br /> 25.0' � 25.0 :• Bottom of <br /> Baring @ 25 ft <br /> E <br /> z <br /> rc <br /> 0 <br /> n <br /> a <br /> 0 <br /> PAGE t OF r <br />
The URL can be used to link to this page
Your browser does not support the video tag.