My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0003174
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HUTCHINS
>
305
>
3500 - Local Oversight Program
>
PR0545307
>
ARCHIVED REPORTS_XR0003174
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/11/2020 11:13:54 AM
Creation date
2/11/2020 9:06:52 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003174
RECORD_ID
PR0545307
PE
3528
FACILITY_ID
FA0000932
FACILITY_NAME
DOMINO'S #8588
STREET_NUMBER
305
Direction
S
STREET_NAME
HUTCHINS
STREET_TYPE
ST
City
LODI
Zip
95240
APN
03319020
CURRENT_STATUS
02
SITE_LOCATION
305 S HUTCHINS ST
P_LOCATION
02
P_DISTRICT
004
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.
/
171
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
�.y^ 3w r ar.,ninzn �,„,y v - e,z-S - - - r- -.x s-s-,m r s�a-mr::1r aaY-air R•i�.F..-.. �x k� -aw,. -mss_,T _ -_ -.«-�a c »� .,w- a"-Y�-3`i�' ,.,nYG:.4d1.». <br /> I I I+ <br /> PROJECT NO S8080-06-OIC <br /> o BORING/WELL NO. <br /> LL- J <br /> LLJ LL Z W 3 ¢ Z = DATE DRILLED 7/13/94„ WATER LEVEL(ATD) WELL EADSPACE <br /> CL OC-J N ~ CONSTRUCTION (PPM) <br /> m J EQUIPMENT CME 75 DRILL RIG DRILLER_JOHN/RALPH <br /> SOIL DESCRIPTION <br />' 45 - - -- - -- - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - <br /> 46 Dense, moist, olive, Clayey fine to medium SAND <br /> .(SC)- - - - - - - - - -- - - - - - - - - -- - - - - - - - - - - - ,r <br /> Dense, damp, white to gray, fine to medium SAND <br /> 47 with silt (SP-SM) <br />' 1100 Dense, moist, greenish gray, fine Sandy CLAY (CL) <br /> 49 <br /> 50 <br /> 51 - - - - - - - -- - - -- - -- - - - - -- --- - - -- - - - -- - - - - <br /> Dense, moist, white, fine to medium SAND with silt — <br /> 52 ,`{SP-SM) <br /> Very stiff, wet, olive,-fine_to medium Sandy CLAY ; <br /> 1 CL - - - - - - - -- - - - - -- - - - - - - - - - - - - - - <br /> 53 <br /> BI-10 / ' Dense, wet, olive gray, Silty fine to medium SAND <br /> 54 1130 +(SM) - - - - - --- - - - - - - - - - - - - - - -- - - - - - - - - <br /> Dense, wet, olive, Clayey, fine to coarse SAND (SC) <br /> 55 <br /> BORING TERMINATED AT 55 FEET <br /> 56 <br /> 57 <br /> 58 - m <br /> 59 <br />' 60 <br /> 61 <br />' 62 <br />' 63 <br /> 64 <br />' 65 <br /> 66 <br /> 67 <br /> Figure A-3, log of Boring GB 1 HUTST <br /> NOTE, THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND <br />' AT THE DATE INDICATED IT 11 NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. <br />
The URL can be used to link to this page
Your browser does not support the video tag.