My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0012636 CASE 1
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
T
>
TRACY
>
2375
>
2900 - Site Mitigation Program
>
PR0505512
>
ARCHIVED REPORTS_XR0012636 CASE 1
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/28/2020 12:50:26 PM
Creation date
5/28/2020 12:37:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012636 CASE 1
RECORD_ID
PR0505512
PE
2950
FACILITY_ID
FA0006827
FACILITY_NAME
BP/MOBIL SERVICE STATION
STREET_NUMBER
2375
Direction
N
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
23207003
CURRENT_STATUS
02
SITE_LOCATION
2375 N TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
348
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
i- <br /> ALTON GEOSCIENCE, Inc, PROJECT NO, 30-140 DATE DRILLED x•23BOR�fG NO..90 P-2 <br /> LOG OF EXPLORATORY CLIENT Mobil Oil Corporation <br /> WELL NO. <br /> BORING LOCATION Tracy Blvd and Grantline Road Tracy CA <br /> LOGGED BY M.Taylor APPROVED BY AMW-2 <br /> FIELD SKETCH OF BORING LOCATION 11 <br /> r S , DRILLING METHOD C.M.E. 75 HOLE DIAM. 10'5' <br /> :.� ► _ SAMPLER TYPE SPIT,spoon,continuous sampler <br /> CASING DATA Schd.40,PVC,5'solid,15' orf. x'diameter <br /> TOP OF CASING ELEVATION DRILLER West Hazmat <br /> Q WATER LEVEL 5.21' <br /> z w DATE 7-12.90 <br /> TIME 1100 <br /> o° DESCRIPTION <br /> Christy @ox <br /> 0 �- <br /> -= Concrete underlain by clean bacldiil <br /> 2 4"sch. <br /> 40 PVC <br /> 4 Casing Silty Clay:brawn,moist,low plasticity <br /> 6 CIL <br /> Same,becomes saturated <br /> 8 <br /> -10 <br /> Sand:brown.saturated,well graded,medium to course grained,some <br /> gravels <br /> rr <br /> 12 ' SW : <br /> f 14 <br /> Same,becomes fine to medium grained <br /> i S 4" <br /> sch.40 <br /> 18 PVC SM j Silty sand:brawn,saturated, low plasticity,some gravels <br /> 020 Clay:brown,damp,medium plastic <br /> '. 20 Slot <br /> Fq <br /> 22 Total depth-20 toot <br /> I � <br /> V" <br /> 24 <br /> 26SE <br /> Stabtized water level g Water encountered during drilling <br /> 28 _ Portland Cement IngSample submitted for laboratory analysis <br /> 30 Sand#3 Lonestar <br /> tiro Bentonite Pellets <br /> J <br />
The URL can be used to link to this page
Your browser does not support the video tag.