My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0012476
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
K
>
KETTLEMAN
>
420
>
3500 - Local Oversight Program
>
PR0545336
>
ARCHIVED REPORTS_XR0012476
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/10/2020 10:02:57 PM
Creation date
2/10/2020 4:34:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012476
RECORD_ID
PR0545336
PE
3528
FACILITY_ID
FA0003776
FACILITY_NAME
KWIK SERV LODI BW 113*
STREET_NUMBER
420
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06202042
CURRENT_STATUS
02
SITE_LOCATION
420 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
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.
/
75
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
Cambria Environmental Technology, Inc BORINGIWELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707)935-4850 <br /> Fax (707) 935-6649 <br /> CLIENT NAME E gUIVa Services LLC BORING/WELL NAME S13-9 <br /> JOBISITE NAME Shell-branded(independent)Service Station DRILLING STARTED 12-Ayr-01 <br /> LOCATION 420 W Kettleman Lane,Lodi DRILLING COMPLETED 12-Apr-01 <br /> PROJECT NUMBER 1346 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION Not Surveyed <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION Not Surveyed <br /> BORING DIAMETER 6" SCREENED INTERVAL NA <br /> LOGGED BY G Mammini DEPTH TO WATER(First Encountered) NA Q <br /> REVIEWED BY J Neely, RG 6927 DEPTH TO WATER(Static) NA 1 <br /> REMARKS <br /> N <br /> to F U ~ <br /> Q O z a � a V) a p LITHOLOGIC DESCRIPTION r y WELL DIAGRAM <br /> o z <br /> d too Q W o$ � J Qa- <br /> U U W <br /> ASPHALT 0 5 <br /> Sandy SILT (ML) dark yellowish brown(10YR 4/4), <br /> moist 5%clay 75%silt 20%fine sand no plasticity <br /> 00 SB-9-5 5 5- <br /> ML <br /> 00 SB-9-10 10- <br /> 125 <br /> 14 <br /> 00 SB-9-15 15 SM Silty SAND (SM),dark yellowish brown(IOYR 414) <br /> moist 15%silt,85%medium sand <br /> 175 <br /> 00 SB-9-20' 20Sandy SILT (ML),dark brown(7 SYR 314),moist 5% Portland Type <br /> clay 80%silt, 15%fine sand no plasticity YP <br /> [Ill <br /> ML <br /> 0 <br /> c <br /> 0 <br /> 00 SB-9-25 25 @25-dark yellowish brown(1GYR 316) <br /> c� <br /> 275 <br /> a <br /> w <br /> 0 <br /> IL 3Q SP <br /> 00 SB-9- SAND,(SP),olive brown(2 5Y 414), moist 5%silt,95% <br /> 305 fine sand <br /> 325 <br /> U <br /> w <br /> 0 <br /> EL <br /> 00 SB-9-35' 35 5M Silty SAND,(SM) grayish brown(2 5Y 5I2) moist,25% <br /> z silt 75%medium sand <br /> 9 375 <br /> o SP <br /> 00 SB-9- 40 SAND (SP) grayish brown(10YR 512),moist 5%silt, <br /> 4051 95%fine to medium sand 41 5 <br /> _ Bottom of <br /> a Boring @ 41 5 <br /> o ft <br /> J <br /> J <br /> t <br /> PACE 1 OF 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.