My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0001451
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CENTRAL
>
1034
>
3500 - Local Oversight Program
>
PR0544196
>
ARCHIVED REPORTS XR0001451
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/27/2019 3:11:08 PM
Creation date
2/27/2019 2:06:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001451
RECORD_ID
PR0544196
PE
3528
FACILITY_ID
FA0006536
FACILITY_NAME
WELLS FARGO BANK PROPERTY
STREET_NUMBER
1034
STREET_NAME
CENTRAL
STREET_TYPE
AVE
City
TRACY
Zip
94805
APN
23517127
CURRENT_STATUS
02
SITE_LOCATION
1034 CENTRAL AVE
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
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.
/
138
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
LOCATION MAP PACIFIC ENVIRONMENTAL GROUP, INC. BORING NO U-A <br /> 11 th Street I A <br /> PAGE 1 OF 1 <br />� N <br /> PROJECT NO 310-097 1A CLIENT UNOCAL <br /> • [ LOGGED BY MOTO DATE DRILLED 5-18-95 <br /> U-A 0 l DRILLER MDE LOCATION 1034 Central Ave , Tracy <br /> r ¢ DRILLING METHOD HSA HOLE DIAMETER 8" <br /> SAMPLING METHOD CAL MOD HOLE DEPTH 16' <br /> CASING TYPE NIA WELL DIAMETER NIA <br /> r U SLOT SIZE NIA WELL DEPTH NIA <br /> GRAVEL PACK NIA CASING STICKUP NIA <br />' z <br /> WELL Z~ < LL w U W <br /> COMPLETION _� z � � � w Q L[THOLOGY / REMARKS <br /> 50 � ° wW ° ¢ ¢ o <br /> m d •� ¢ cn U N <br /> ASPHALT- ROADBASE <br />' 1 <br /> 2 SM SILTY SAND dark grayish brown, --30%fines, fine <br /> sand, some rounded gravel to 1" diameter, pervasive <br />' 3 iron oxide staining along 1 mm randomly oriented <br /> roots, medium dense, no product odor <br /> 4 <br />' Backfilled <br /> with 5 <br /> Grout Mst 0 18 6 <br /> 7 <br />' 8 <br /> 9 <br /> 10 <br />' SP SAND dark bluish gray, --10% fines, fine sand, some <br /> Wt 248 20 11 rounded gravel up to 1-1/2 diameter, trace fine <br /> rootlets, very stiff, moderate product odor <br /> 1-+P*,6 r 3000pp. <br /> 13 rT�C <br />' 14 <br />' 15 CL CLAY light yellowish brown, low lastacr <br /> g y p ty, -20% fine <br /> Wt 0 23 16 sand, very stiff, no product odor <br />' 17 A/D BOTTOM OF BORING 16' <br /> 18--- <br /> 20--- <br /> 212 <br /> $2D21 <br /> 22 <br />
The URL can be used to link to this page
Your browser does not support the video tag.