My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS_FILE 2
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
G
>
GRANT LINE
>
500
>
2900 - Site Mitigation Program
>
PR0503286
>
WORK PLANS_FILE 2
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/17/2020 3:22:13 PM
Creation date
1/17/2020 2:45:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
RECORD_ID
PR0503286
PE
2953
FACILITY_ID
FA0005766
FACILITY_NAME
MOBIL OIL BULK PLANT
STREET_NUMBER
500
Direction
E
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25027008
CURRENT_STATUS
01
SITE_LOCATION
500 E 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.
/
61
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
ALTON GEOSCIENCE, Inc. BORING NO. <br /> PROJECT NO. 30-136-01 DATE DRILLED 4-30-91 <br /> LOG OF EXPLORATORY B-3 <br /> BARING CLIENT Mobil Oil Co ration <br /> ALOCATION 500 E.Grantline Road Ca. WELL NO. <br /> LOGGED BY C. Ladd APPROVED BY AW-7 <br /> FIELD SKETCH OF BORING LOCATION I Page 1 of 1 <br /> Sea attached. <br /> DRILLING METHOD CMI;75,HSA HOLE DIAM. 8" <br /> SAMPLER TYPE Modified split spoon _ <br /> CASING DATA 2"Sch. 40 PVC, 0.010"slot,5'solid,20'perf. <br /> TOP OF CASING ELEVATION 29.60' DRILLER West Hazmat Drilling Corporation <br /> a= <br /> W 2 F Q WATER LEVEL 9.00' 9.73' <br /> to 4 a U- i w J DATE 4-30-91 5-7-91 <br /> O a � � ¢ <br /> Q !LJ {A W Cly Q TIME 11:15 1:00 <br /> m 0 n ra v 1E DESCRIPTION <br /> O Christy Box <br /> 1 Planter <br /> 2 " <br /> 2. <br /> GP GRAVELLY SAND:brown, moist, loose,coarse to subrounded gravels. <br /> tr <br /> Sch. 40 <br /> 4 PVC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 2,2,3 .010" <br /> 6 <br /> slot ; <br /> SM SILTY SAND: reddish brown, moist, loose, non plastic. <br /> 8 <br /> 10Q <br /> 2.2,4 <br /> 12 ::: Gp :.0 GRAVELLY SAND:brown, saturated, loose,coarse to subrounded gravels. <br /> No recovery. <br /> 14 2" - - - - - - - - - - - - - - - - - <br /> Sch. 40 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 4,4,216 PVC <br /> .010" SAND:brown, saturated, loose, non plastic,fine grained. <br /> 18 slot SP <br /> 2,2,5 24 - -Same�becomeswet.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 22 SILTY CLAY:brown, wet, soft, non plastic, some fine sands. <br /> 24 End Cap CL <br /> 6,12, 26 Same, becomes very stiff. <br /> 18 <br /> 28 BORING TERMNATED AT 26.5 FEET BELOW GRADE <br /> 30 Portland Cement <br /> )♦ Sample 'i Stabilized water level <br /> 32 ED Sand#2 Lonestar m <br /> Driven interval Q Water level encountered during drilling <br /> 34 'j1, Bentonite Pellets <br />
The URL can be used to link to this page
Your browser does not support the video tag.