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
• <br />• <br />• <br />Settler—Ryan, Inc. <br />Log of Boring VE --2 <br />PROJECT Former Chevron Station No 9-5775 <br />LOCATION 301 W Kettleman Lane, Lodi, CA <br />GR PROJECT NO 346408 06 <br />CASING ELEVATION <br />DATE STARTED 12/21/99 <br />WL (ft bgs) Dry DATE 12/21/99 TIME 1030 <br />DATE FINISHED 12/21/99 <br />WL (ft bgs) DATE TIME <br />DRILLING METHOD 10 in Hollow Stem Auger <br />TOTAL DEPTH 35 feet <br />DRILLING <br />COMPANY V 6 W <br />Drilling <br />GEOLOGIST Barbara Sieminski <br />LU <br />o <br />WELL DIAGRAM <br />Q. <br />W <br />M <br />WW <br />L <br />N <br />GEOLOGIC DESCRIPTION <br />I'_ <br />4 <br />to <br />a <br />J <br />CL a <br />= <br />a <br />V <br />w <br />Q <br />a <br />af-9 <br />.J. <br />4 <br />m <br />vai tai) <br />0 <br />FILL <br />GRAVEL WITH SAND - yellowish brown (10YR 5/4), <br />damp, fill <br />4 <br />FILL <br />PEA GRAVEL - brown (10YR 5/3), fill <br />0 <br />11 <br />VE2-8 <br />e <br />E <br />ML <br />SANDY SILT (ML) - yellowlsh brown (IOYR 5/4), damp, <br />C <br />hard, low plasticity. 70% silt, 30% fine sand <br />a <br />CD <br />G <br />q,cu <br />cu <br />0 <br />>100 <br />VE2-10 5 <br />__ <br />12 <br />t. <br />SP <br />SAND (SP) - light yellowish brown (2 5Y 8/4), moist, <br />' <br />medium dense 100% fine to medium sand <br />16 <br />88 <br />11 <br />VE2-18 <br />Cb <br />e <br />0 <br />c <br />A <br />ML <br />SANDY SILT (ML) - dark yellowish brown (10YR 4/4), <br />damp, hard, low plasticity, 70% silt, 30% fine sand <br />20 <br />>1000 <br />>100 <br />VE2-20 <br />- <br />Z <br />U <br />C <br />= <br />d <br />_ <br />� <br />C <br />N <br />O <br />O <br />� <br />a <br />= <br />o <br />SM <br />SILTY SAND (SM) - light yellowish brown (10YR 6/4), <br />24 <br />damp, 60% fine sand, 40% silt <br />v <br />— <br />— <br />� <br />a <br />> 1000 <br />> 100 <br />VE2-25 5 <br />w <br />— <br />ML <br />SILT (ML) - yellowish brown (IOYR 5/4), damp, hard, <br />_ <br />low plasticity 00% silt, 10% fine sand <br />28 <br />]L <br />- <br />- <br />JOB NUMBER 346408 06 <br />Page 1 of 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.