My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0005499
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
N
>
99 (STATE ROUTE 99)
>
25651
>
2900 - Site Mitigation Program
>
PR0504875
>
ARCHIVED REPORTS_XR0005499
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 1:50:28 PM
Creation date
3/30/2020 2:15:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005499
RECORD_ID
PR0504875
PE
2951
FACILITY_ID
FA0006377
FACILITY_NAME
CHEVRON PRODUCTS CO (INACT)
STREET_NUMBER
25651
Direction
N
STREET_NAME
STATE ROUTE 99
City
ACAMPO
Zip
95220
APN
00514120
CURRENT_STATUS
02
SITE_LOCATION
25651 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.
/
18
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 /> Iroternelsonallaco cored <br /> Logged By Date Drilled Drilling Contractor Project Name Method/Equipment Well Number <br /> CHEVRON#92396 SPLIT SPOON <br /> BJ 5115/02 WATERMARK ACAMPO,CA HOLLOW STEM AUGER MW.1 <br /> See"Legend to Logs"for Bonn Surface Groundwater Elevation(ft) Total Drive Drop <br /> sampling method, Diam(in) Elev(ft) _ �2 Depth(ft} wt(lbs) Dist(m) <br /> classifications and laboratory <br /> testin meth _T_ k = <br /> ods 8 50.19 86.0 140 30 <br /> Well � <br /> Construction v o Description <br /> On <br /> 13 <br /> b b <br /> 10 SILT with CLAY(ML):light brown, low plasticity,slow dilatancy,low 0 <br /> 19 toughness,trace mica grains>lmm in diameter(0,0,70,30) <br /> b' 30 25 <br /> A a <br /> e r <br /> ' 10 SILT with CLAY(ML).light brown, low plasticity,slow dilatancy,Iow 0 <br /> 12 toughness(0,0,65,35) <br /> " 35 16 <br /> b b <br /> / F <br /> 12 LEAN CLAY with SILT(CL):greenish gray,medium plasticity,slow 0 <br /> 19 dilatancy,medium toughness,very stiff,dry(0,0,40,60) <br /> 40 23 <br /> 4 a <br /> t � <br /> A A <br /> 12 LEAN CLAY with SILT(CL):greenish gray,medium plasticity,slow 0 <br /> 15 dilatancy,medium toughness,very stiff,dry(0,0,30,70) <br /> ti z <br /> 45 19 <br /> r v <br /> r � <br /> b s <br /> 8 LEAN CLAY with SILT(CL)-greenish gray,fine-grained sand,stiff 1 <br /> I0 (0,5,45,50) <br /> The substrata descriptions above are generalized representations and based upon visual/manual classification of cuttings and/or <br /> samples obtained during dnlling Predominant 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 locauo <br /> at the time of drilling and may not be representative of subsurface conditions at other locations or times <br /> Project No 77CH.92396 00.0170Date 6/12/02 PR Log of Well <br /> 2396MW3 GPI Approved by <br /> LOG OF BOREHOLE <br /> Figure (sheet 2 of 4) <br />
The URL can be used to link to this page
Your browser does not support the video tag.