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 BORING/WELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707) 935-4850 <br /> Fax (707) 935-6649 <br /> CLIENT NAME Egunra Services LLC _ _ BORINGIWELL NAME SB-7 <br /> leiOBlSITE NAME Shell-branded(independent)Service Station DRILLING STARTED 12-Apr-01 <br /> LOCATION 420 W Kettleman_L_ane,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 <br /> REVIEWED BY J Neely, RG 6927 DEPTH TO WATER(Static) NA 1 <br /> REMARKS <br /> fn F- U <br /> a O Z w w 0 0 0 Q p LITHOLOGIC DESCRIPTION FQ-� WELL DIAGRAM <br /> o mo 2 X or "' �� z� <br /> a U r¢ w C7 OIL <br /> 0 <br /> ASPHALT 0 5 <br /> Sandy SILT.(ML),very dark grayish brown(2 5Y 312) <br /> moist, 5%clay,75%silt,20%fine sand,no plasticity <br /> 00 SB-7-5 5 5 @5'-dark yellowish brown(10YR 3!6) <br /> ML <br /> 00 SB-7- 10- <br /> 10 5' <br /> 125 <br /> 00 SB-7- 15 Silty SAND (SM) olive brown(2 5Y 414) moist 15% <br /> 15 5' silt 85%medium sand <br /> SM <br /> 00 SB-7-20 2D@20'-dark yellowish brown(10YR 314) 25%silt,75%fine Portland Type <br /> sand IA]22 5 <br /> 4 <br /> h <br /> 25 SP <br /> 0 <br /> 54 SB-7- SAND (SP) grayish brown(10YR 5/2) moist 5%silt, <br /> c� 25 5' 95%medium sand <br /> J <br /> 275 <br /> D <br /> a <br /> w <br /> CL <br /> 00 SB_7- —30— Sift SAND (SM) dark yellowish brown(1OYR 416), <br /> `° <br /> 305 moist 25%silt,75%medium sand <br /> i" SAA <br /> U <br /> W <br /> O <br /> 00 SB-7- <br /> 35 <br /> z 35 5' <br /> `3 <br /> 375 <br /> r <br /> O <br /> SP <br /> 00 SB-7-41 40 SAND (SP) grayish brown(2 5Y 512),moist 5%silt, <br /> 95%fine to medium sand 415 o Bottom of <br /> CL Boring @ 41 5 <br /> o R <br /> J <br /> W <br /> PAGE i OF 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.