My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0003037
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
K
>
KETTLEMAN
>
301
>
2900 - Site Mitigation Program
>
PR0508132
>
ARCHIVED REPORTS XR0003037
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/10/2018 8:55:31 AM
Creation date
10/9/2018 3:49:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS XR0003037
FileName_PostFix
XR0003037
RECORD_ID
PR0508132
PE
2957
FACILITY_ID
FA0007953
FACILITY_NAME
CHEVRON #9-5775
STREET_NUMBER
301
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04514002
CURRENT_STATUS
01
SITE_LOCATION
301 KETTLEMAN LN
P_DISTRICT
004
QC Status
Approved
Scanner
TMorelli
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.
/
430
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
C <br />Gettler-Ryan, Inc. <br />Log of Boring MW -3 <br />PROJECT <br />Former Chevron SS 09-5775 <br />LOCATION 301 West Kettleman Cane, Codi, CA <br />w <br />m <br />* <br />� <br />O <br />0 <br />N <br />Z <br />U- <br />Q <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />x <br />S <br />cn <br />O <br />a -i <br />S <br />i <br />4 <br />w <br />CL"' <br />4Y <br />N <br />Q <br />Gw <br />M <br />0. en <br />I <br />C9 <br />N <br />MW3-45 5 <br />17 <br />CL -ML <br />SILTY CLAY (CL -ML) - light olive brown (2 5Y 5/4), <br />— <br />— <br />damp, low plasticity, 60% clay, 40% silt. <br />MW3-47 <br />0 <br />— <br />ML <br />SANDY SILT (ML) - light olive brown (2 SY 5/4), <br />damp, low plasticity, 05% silt, 30% fine sand, 5% <br />— <br />clay <br />— <br />color changes to yellowish brown (10YR 5/4) at 49 <br />— <br />feet bgs <br />= <br />50 <br />- <br />MW3-51 <br />65 <br />= <br />SM/ML <br />SILTY SAND (SM/ML) - pinkish gray (7 SYR 6/2), <br />damp, 50% fine sand, 50% sat <br />c — <br />N — <br />O <br />CVSC <br />SANDY CLAY WITH CLAYEY SAND LENSES (CL/SC) <br />o = <br />— <br />MW3-54 5 <br />25 <br />- brown (10YR 5/3), moist, low plasticity, 40% clay, <br />— v <br />55 <br />30% fine to medium sand, 30% spit <br />4 — ro <br />X h <br />d _ <br />h <br />N — <br />MW3-57 <br />31 <br />— <br />MW3-59 5 <br />64 <br />= <br />50 <br />_ <br />MW3-62 <br />L7 <br />SC <br />CLAYEY SAND (SC) - yellowish brown (10YR 5/4), <br />_ <br />saturated: 50% fine to coarse sand, 30% clay, 20% <br />silt <br />— <br />m =_ <br />MW3-64 5 <br />0 <br />65 <br />Bottom of boring at 65 feet <br />(* Not applicable, samples collected continuously <br />using spat barrel sampler) <br />JOB NUMBER* 348408.04 <br />page j or I <br />
The URL can be used to link to this page
Your browser does not support the video tag.