My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0005730
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
N
>
99 (STATE ROUTE 99)
>
6100
>
2900 - Site Mitigation Program
>
PR0515353
>
ARCHIVED REPORTS_XR0005730
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 1:50:32 PM
Creation date
4/1/2020 2:29:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005730
RECORD_ID
PR0515353
PE
2950
FACILITY_ID
FA0012099
FACILITY_NAME
ARCO STATION #595
STREET_NUMBER
6100
Direction
N
STREET_NAME
STATE ROUTE 99
City
STOCKTON
Zip
95209
CURRENT_STATUS
01
SITE_LOCATION
6100 N HWY 99
P_LOCATION
99
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.
/
110
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 /> Logged By Date Dnlled Drilling Contractor Project Name MethodtEguipment Well Number <br /> ARCO#595 HOLLOW STEM AUGER <br /> CM 6/24102 CASCADE STOCKTON,CA SPLIT SPOON DMW-1 <br /> See`Legend to Logs"for Boring Surface Groundwater Depth(ft) Total Drive Trop <br /> sunphng method, Dram(in) Elev(ft) 67 FIRST WATER Depth(ft) wt(lbs) Dist(in) <br /> classifications and laboratory <br /> tesnn method 8 34.30 TOC 63 STABILIZED 101.5 <br /> Well Description <br /> Construction 4 � � <br /> fM 50 1 dense,moist(0,90,10,0) C549' <br /> 5 <br /> 4 4 <br /> Same as above with Increased grain size to medium-grained sand <br /> 4 <br /> 31 0 DMWI <br /> a + 55 36 SANDY SILT(NIL) dark grayish brown(10YR4/2),sand is <br /> @54' <br /> 40 fine-grained,hard,moist,low plasticity,cemented,subangular blocky <br /> soil structure(0,35,65,0) <br /> .• P <br /> r <br /> a` s <br /> i <br /> 31 SAND(SP) Iight olive brown(2 5Y5/3),sand is fine-grained,very 2 DMWI <br /> 60 35 dense,moist(0,100,0,0) @59' <br /> 35 <br /> SANDY SILT GYM)-with trace clay,olive brown(2 5Y4/3),sand is <br /> e • fine-grained,hard,moist,low plasticity(0,35,65,0) <br /> r <br /> 29 0 DhMJ <br /> v 65 32 Same as above,moist @64' <br /> 37 <br /> Wet at 67 feet <br /> A. P <br /> 30 SILTY SAND(SM):yellowish brown(10YR5/4),sand is 0 MW <br /> 70 33 fine-grained,dense,wet(0,80,20,0) @69' <br /> ro r <br /> t <br /> • s <br /> f <br /> 39 0 �MWJ <br /> The substrata descriptions above are generalized repremtations and based upon visual/manual classification of cuttings and/or <br /> samples obtained during dnllrng Predominant maternal 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.50595 00 0330 Date 8/6/02 GMM Log of Well <br /> 595DMW-t GPJ Approved by <br /> LAC OF BOREHOLE <br /> Figure (sheet 3 of 5) <br />
The URL can be used to link to this page
Your browser does not support the video tag.