My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0012330
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MARCH
>
2701
>
3500 - Local Oversight Program
>
PR0545517
>
ARCHIVED REPORTS_XR0012330
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/12/2020 1:14:32 AM
Creation date
3/11/2020 11:07:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012330
RECORD_ID
PR0545517
PE
3528
FACILITY_ID
FA0003798
FACILITY_NAME
MARCH LANE 76*
STREET_NUMBER
2701
Direction
W
STREET_NAME
MARCH
STREET_TYPE
LN
City
STOCKTON
Zip
95219
APN
11619007
CURRENT_STATUS
02
SITE_LOCATION
2701 W MARCH LN
P_LOCATION
01
P_DISTRICT
002
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.
/
103
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
Project No -,2055 Doi ing B5/NIW5 Plate APPENDIX <br /> !RR WENVIINOMW TAL Site SS 5806 Date 4/15/97 <br /> RCSOLIJTIONS INCWoodard Drilling <br /> Drill Contractor <br /> Sample Method elft_ Spoon Geologist <br /> Drill R►g B81 Bate Hole diameter .... 1Q Signatui e "L <br /> Location Not thwest Portion of S►te Near Market Registi ation R_G. 4`300 <br /> Logged by Glenn Matteucci <br /> � w <br /> ���5 GEOLOGIC DESCRIPTION <br /> Asphalt <br /> VA <br /> pea gravel <br /> / ' ML Clayey silt light bro%ri moist trace of fine- <br /> s 14 00 j grained sand <br /> / C <br /> C <br /> O <br /> CL Silty clay light brown very moist Q" <br /> 10 -_-_- <br /> 19 00 <br /> - -__ <br /> 15- _-_-_-_- <br /> 17 00 - <br /> Trace of coarse-grained sand <br /> - - - - N <br /> -2 - - - <br /> 61 0 0 some fine-grained sand very moist <br /> - - o <br /> 31 0 0 - -= trace of coarse-grained sand at <2% <br /> c <br /> Total depth at 28 feet <br /> 3 Groundwater encountered at 9 feet <br /> car <br /> v <br /> 3 <br /> 0 <br /> C <br /> ti <br /> O <br /> U <br /> 20 5 05 <br />
The URL can be used to link to this page
Your browser does not support the video tag.