My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS FILE 2
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
D
>
DR MARTIN LUTHER KING JR
>
620
>
3500 - Local Oversight Program
>
PR0544216
>
WORK PLANS FILE 2
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2019 6:51:14 PM
Creation date
3/4/2019 2:16:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
RECORD_ID
PR0544216
PE
3528
FACILITY_ID
FA0003738
FACILITY_NAME
CHARTER WAY SHELL*
STREET_NUMBER
620
Direction
W
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
Stockton
Zip
95206
APN
16504007
CURRENT_STATUS
02
SITE_LOCATION
620 W DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
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.
/
209
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
STRATIGRAPHIC AND INSTRUMENTATION LOG <br /> CN), (OVERBURDEN) Page 2 of 2 <br /> PROJEC T NAME: SHELL OIL PRODUCTS HOLE DESIGNATION: MW-16-77 <br /> PROJECT NUMBER: 240778 DATE COMPLETED: July 11,2007 <br /> CLIENT: DENIS BROWN DRILLING METHOD: ROTOSONIC <br /> LOCATION: STOCKTON,CALIFORNIA FIELD PERSONNEL: LG <br /> DEPTH STRATIGRAPHIC DESCRIPTION&REMARKS DEPTH SAMPLE <br /> ft BGS ft BGS MONITORING WELL <br /> W <br /> W j oJ <br /> m <br /> WU Q <br /> W > <br /> Z Z cr Z <br /> SM-SILTY SANDS,gleyl 5g 4/1, wet,10% <br /> silt,85%fine sand,5%coarse gravel,low <br /> 52 plasticity <br /> CL-CLAY,gleyl 5g 4/1, moist,20%clay, 53.00 <br /> 54 65%silt,15%fine sand,medium plasticity <br /> 56 low plasticity <br /> 00 BENTONITE <br /> Sg 4/1,moist,15%clay,85%silt, 55. <br /> low plastiti city GROUT <br /> 58 <br /> 60 ML-SILT,5g 4/1,dry to moist,15%clay,85% 60.00 <br /> silt,medium plasticity <br /> 62 <br /> 2"PVC WELL <br /> 64 CASING <br /> ML-SILT,5g 4/1,dry to moist,15%clay,85% 65.00 <br /> 66 silt,low plasticity <br /> 68 <br /> 70 BENTONITE <br /> CHIPS <br /> 72 SM-SILTY SANDS,5g 4/1,dry to moist,15% 72.00 _ <br /> clay,85%silt,low plasticity =_ <br /> 74 - 2"PVC WELL <br /> SCREEN <br /> 76 = <br /> 5M-SANDS,10y 3/1,wet,5%silt,70%fine to 77.00 <br /> 78 coarse sand,25%fine to coarse gravel,low <br /> plasticity <br /> 80 GW-SANDY GRAVEL,10y 3/1,wet,5%silt, 80.00 <br /> 20%fine to coarse sand,75%fine to coarse • <br /> 82 gravel,low plasticity BENTONITE <br /> CHIPS <br /> 84 .' <br /> END OF BOREHOLE @ 85.Oft BGS 85.00 <br /> 86 WELL DETAILS <br /> o Screened interval: <br /> 88 72.00 to 77.00ft BGS <br /> Length: 5ft <br /> 0 90 Diameter: tin <br /> Slot Size: 0.020 <br /> Material: PVC <br /> UO 92 Sand Pack: <br /> 71.00 to 77.00ft BGS <br /> ()-94 Material: #2/12 SAND PACK <br /> 'a <br /> cv <br /> 96 <br /> 0 <br /> n <br /> 98 <br /> O <br /> J <br /> Z <br /> W <br /> j NOTES: MEASURING POINT ELEVATIONS MAY CHANGE;REFER TO CURRENT ELEVATION TABLE <br /> X WATER FOUND Y <br /> w <br /> 0 <br />
The URL can be used to link to this page
Your browser does not support the video tag.