My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
N
>
NAVY
>
3003
>
2900 - Site Mitigation Program
>
PR0542307
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/22/2026 3:55:29 PM
Creation date
6/22/2026 3:48:16 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0542307
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0024294
FACILITY_NAME
STOCKTON TERMINAL TECHNICAL COMMITTEE (STTC)
STREET_NUMBER
3003
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
14503011
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
3003 NAVY DR STOCKTON 95206
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.
/
230
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
Geos tec° 3043 Gold Canal Drive Suite 100 WELL NUMBER MW-D <br /> m Rancho Cordova,California 95670 PAGE 3 OF 3 <br /> Tel916-637-8048 <br /> Fax 916-550-9498 <br /> CLIENT Wilbur Ellis PROJECT NAME JTF Stockton <br /> PROJECT NUMBER SAC175/S2*E PROJECT LOCATION Stockton,CA <br /> w <br /> w <br /> w = <br /> w -i g REMARKS Q O MATERIAL DESCRIPTION WELL DIAGRAM <br /> p 2Z <br /> Q � <br /> U1 <br /> 75 <br /> (SM)silty sand(SM),dark bluish gray,moist,[0,50,50],fine <br /> SM sand,medium dense. (continued) <br /> 77.0 -70.6 <br /> Sys (SW)well graded sand(SW),dark bluish gray,wet,[5,90,5], <br /> • 78.0 -71.6 <br /> fine to coarse sand,fine gravel,loose. Well Cap- <br /> CL (CL)lean clay(CL),dark bluish gray,moist[0,0, 100],stiff. Schd 40 PVC <br /> 80 80.0 -73.6 Cemex#2/12 <br /> Lapis Lustre <br /> TOTAL DEPTH OF BORING @ 80 ft bgs. <br /> Bottom of borehole at 80.0 feet. sand ack <br /> a <br /> q <br /> U) <br /> J <br /> wSJ <br /> S <br /> w <br /> U) <br /> Q <br /> S <br /> a <br /> z <br /> 0 <br /> 1 <br /> Y <br /> U <br /> O <br /> H <br /> O <br /> F <br /> m <br /> Q <br /> J <br /> V) <br /> n <br /> 10 <br /> H <br /> z <br /> Z_ <br /> U) <br /> H <br /> U <br /> W <br /> 0 <br /> a <br /> F <br /> z <br /> 9 <br /> U) <br /> 9 <br /> a <br /> m <br /> n <br /> N <br /> (V <br /> O <br /> H <br /> O <br /> C7 <br /> 0] <br /> a <br /> J <br /> O <br /> F- <br /> m <br /> F- <br /> Z_ <br /> C7 <br /> wyJ <br /> a <br /> x <br /> m <br /> J <br /> Q <br /> W <br /> Z <br /> W <br /> C7 <br />
The URL can be used to link to this page
Your browser does not support the video tag.