My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0002745
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
H
>
HARDING
>
16
>
3500 - Local Oversight Program
>
PR0508502
>
ARCHIVED REPORTS XR0002745
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/7/2018 8:52:17 AM
Creation date
11/6/2018 3:34:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002745
RECORD_ID
PR0508502
PE
3526
FACILITY_ID
FA0008117
FACILITY_NAME
ARCO STATION #4932
STREET_NUMBER
16
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95204
APN
13902001
CURRENT_STATUS
01
SITE_LOCATION
16 E HARDING WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
98
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
SECOR <br /> International Incorporated <br /> Logged By Date Drilled Drilling Contractor Project Name Method/Equipment Well Number <br /> ARCO#4932 CAL MOD SPLIT SPOON <br /> CM 816103 CASCADE STOCKTON,CA HOLLOW STEM AUGER SVE-2 <br /> See"Legend to Logs"for Boring Surface Groundwater Depth(ft) Total Drive Drop <br /> sampling method, Diam(in) Elev(ft) SZ 30 FIRST Depth(ft) wt(lbs) Dist(in) <br /> classifications and laboratory 8 NA 410 140 30 <br /> testing methods <br /> Well a <br /> 3 Description a <br /> Construction ° ❑ <br /> TRAFFIC AIR Existing well box previously installed <br /> RATED KNIFE <br /> WELL BOX <br /> .0 GROUT SILTY CLAY wl SAND(CL) very dark grayish brown <br /> (I OYR-312),fine grained sand,very stiff,moist,moderate plasticity, <br /> (0,20,25,55) <br /> BENTONITE <br /> SEAL <br /> g SANDY SILT w/CLAY(ML) yellowish brown(1 OYR-514),fine <br /> 13 grained sand,hard,moist,low plasticity, (0,25,65,10) 0 1640 <br /> 19 <br /> 18 <br /> #3 SAND <br /> I <br /> 10 21 0 1645 <br /> ' 23 SILTY SAND wl CLAY(SM) brown(lOYR-4/3),fine grained <br /> 24 sand dense,moist,(0,60,35,5) <br /> i <br /> i <br /> 2„ 15 15 SANDY SILT w/CLAY(ML) brown(IOYR-4/3), fine grained 0 1650 <br /> DIAMETER, 18 sand,hard,moist,low plasticity,sbk soil structure,partially <br /> 0 020"PVC 19 cemented(0,40,55,5) <br /> SLOTTED <br /> SCREEN <br /> 20 21 SILTY SAND wl CLAY(SM) dark yellow brown(I OYR-414), 15 1655 <br /> 26 fine grained sand,dense,moist,(0,65,30,5) <br /> 23 <br /> The substrata descriptions above are generalized representations and based upon visual/manual classification of cuttings and/or <br /> samples obtained during drilling Predornmant material types shown on the log may contain different materials and the change from <br /> one predominant material type to another could be different than indicated Descriptions on this log apply only at the specific location <br /> at the time of drilling and may not be representative of subsurface conditions at other locations or times <br /> Project No 77BP 54932 03 Date 9115103 DWR Log of Well <br /> 4932EW-3 GPJ Approved by <br /> LOG OF BOREHOLE <br /> Figure (sheet 1 of 2) <br />
The URL can be used to link to this page
Your browser does not support the video tag.