My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
ARCH
>
3737
>
2900 - Site Mitigation Program
>
PR0544096
>
FIELD DOCUMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/4/2019 4:33:49 PM
Creation date
2/4/2019 4:14:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0544096
PE
2950
FACILITY_ID
FA0025081
FACILITY_NAME
ARCH ROAD LOTS
STREET_NUMBER
3737
STREET_NAME
ARCH
STREET_TYPE
RD
City
STOCKTON
Zip
95215
CURRENT_STATUS
02
SITE_LOCATION
3737 ARCH RD
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.
/
65
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
,,S,, Drilling Log <br /> GROUNDWATER Sod Boring SB-3 <br /> TECHNOLOGY <br /> proiect Anheuser Busch -Arch Road owner Arheuser Suscn See Site Map <br /> Location Stcckton CA Project Number 0205023E4 For Borrng Location <br /> Oate Dred 2/27/92 Total Oepth of Hole 30 ft. Diameter 7.25tn. NOTES: <br /> Top of Casing Water Level Initial Static <br /> Screen:Dia Length Slot Size water not encotntered to the depth <br /> Casing Dia Length Type of exploration <br /> Filter Pack Material Rig/Core Type CA Sampler <br /> Ording Company Kvihaua Well DKNng Orl./MorL Method HSA <br /> Driller Mike Crocker Log By Steve McCabe <br /> Geologist/Engineer David Kleesattel License No 5136 ! <br /> 0 �T <br /> W U VyJ <br /> T 00 t v, Description <br /> oil v E ;0 Q. � (Color, Texture, Structure) <br /> o 0 U) <br /> m ae <br /> 0 <br /> Dark brown SILT <br /> 2 (moist,no odor) <br /> 4 ML <br /> 8 Light brown sandy SILT ("hard pan") <br /> 625 (hard, dry, no odor) <br /> A 26 <br /> 8 <br /> 10 5 Light brown, medium grained SAND with silt <br /> 8 (medium dense, dry, no odor) <br /> 6 10 <br /> 12 <br /> 14 <br /> 9 (grades fine grained sand) <br /> 16 C 12 SM <br /> 18 <br /> 20 8 (grades less medium grained sand with calcium cement <br /> n <br /> D 12 <br /> - 22 - <br /> - 24 - <br /> - <br /> 8 Light brown SILT with some sand and organics <br /> 26 E t2 (very stiff, moist,no odor) <br /> ML <br /> 28 <br /> (grades no sand, dry) <br /> 30 7 Backfilled boring with neat cement grout 2/28/92 <br /> a <br /> F 20 <br /> 32 11 <br /> 03/12/1992 otoascoct <br />
The URL can be used to link to this page
Your browser does not support the video tag.