My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE HISTORY
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
G
>
GRANT LINE
>
500
>
2900 - Site Mitigation Program
>
PR0503286
>
SITE HISTORY
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/17/2020 3:20:39 PM
Creation date
1/17/2020 2:14:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE HISTORY
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.
/
55
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. PROJECT NO. 30-136-01 DATE DRILLED 4-30-91 BORINGNO <br /> LOG OF EXPLORATORYB-3 <br /> .,, CLIENT MoNl Oil Ca ration <br /> BORING %. LOCATION 500 E.Grantline Road,Ca. WEilfVO <br /> LOGGED BY C. Ladd APPROVED BY AW-7 <br /> FIELD SKETCH OF BORING LOCATION Page 1 of 1 <br /> Sea attached. <br /> DRILLING METHOD CME 75.NSA HOLE DIAM.— B' I <br /> •�- <br /> SAMPLER TYPE Modified split spoon <br /> CASING DATA 2'Sch.40 PVC,0.010'slot,5'solid,20'pert. <br /> TOP OF CASING ELEVATION 29.60' DRILLER West Hazmat Drilling Corporation <br /> WATER LEVEL -9.00' 9.73' <br /> CL <br /> o LEE J DATE 4-30-91 5-7-91 <br /> U- <br /> 0 a as m e o TIME 11:15 1:00 <br /> u u' 3 oIE <br /> DESCRIPTION <br /> D Christy Box <br /> Planter <br /> 2" :. <br /> GP : ; GRAVELLY SAND:brown, moist,boss,coarse to subrounded gravels. <br /> Sch <br /> 40 <br /> qPVC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> .010' <br /> 2,2,9 j' <br /> slot <br /> SM SILTY SAND: reddish brown,moist,loose,non plastic. <br /> 8 r - - - - - - - - - - - - - - - <br /> 2.2.4 p; <br /> 12Gp ! ` GRAVELLY SAND:brown,saturated, loose,coarse to subrounded gravels. <br /> :.:.reg;:: <br /> No recovery. <br /> 14 2" <br /> Sch.40 _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 4.4,2 16 PVC <br /> .010' SAND:brown,saturated, loose,non plastic,fine grained. <br /> 18 slot SP <br /> :f <br /> 2,2.5 20 Same,becomes wet. <br /> -22 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 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 /> LIIII� Sample Stabilized Water IBVeI <br /> 32 Sand#2 Lonestar <br /> mDriven interval Q Water level encountered during drilling <br /> M.r Bentonite Pellets <br />
The URL can be used to link to this page
Your browser does not support the video tag.