My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0005460
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
N
>
99 (STATE ROUTE 99)
>
19256
>
2900 - Site Mitigation Program
>
PR0540323
>
ARCHIVED REPORTS_XR0005460
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 1:50:27 PM
Creation date
4/8/2020 2:54:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005460
RECORD_ID
PR0540323
PE
2950
FACILITY_ID
FA0023049
FACILITY_NAME
TELFER HIGHWAY TECHNOLOGIES
STREET_NUMBER
19256
Direction
N
STREET_NAME
STATE ROUTE 99
City
ACAMPO
Zip
95220
CURRENT_STATUS
01
SITE_LOCATION
19256 N HWY 99
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.
/
33
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
1 <br /> Stellar Environmental Solutions Soil Boring Log <br /> 2198 Sixth Street, Berkeley, CA 94710 <br /> Geoscience&Engineenng Consulting <br /> BORING NUMBER D-2 Page 2 of 2 <br /> tPROJECT Barber (Acampo) OWNER Western Oil & Spreading <br /> LOCATION WO&S, Acampo, CA PROJECT NUMBER 2002-20 <br /> TOTAL DEPTH 60 feet bgs BOREHOLE DIA 8-inch <br /> SURFACE ELEV Not surveyed WATER FIRST ENCOUNTERED -r51 feet bgs _ <br /> ' DRILLING COMPANY Woodward Drilling DRILLING METHOD Hollow stem <br /> DRILLER Van/Rick GEOLOGIST F Hayden DATE DRILLED <br /> a7w � Pio <br /> DEPTH GRAPHIC a o= INSTRUMENT DESCRIPTION/SOIL CLASSIFICATION REMARKS <br /> (feet) LOG READING <br /> �z� " ZPPmV1 <br /> t <br /> 40 • Silty fine sand (SM), med brown,50 00 wltrace clay, no odor, slightly <br /> • • for moist @1155 D-2-40 <br /> 42 <br /> 1 • � <br /> -44— • <br /> 46 50 Sand (SP), brownish gray sand X1200 D 2 45 <br /> 54 ( ) � y <br /> for <br /> 48 5'h <br /> 50 Silty sand (SM) 01205, D-2 50 <br /> • 0 22 <br /> � <br /> 52 • 36 <br /> t 54 <br /> Clayey sand (SC}, yellowish <br /> 56 brown, w/some silt <br /> 58 <br /> Sand (SP), grayish, med -fine <br /> 60 <br /> I Bottom of boring at 60'@ 1215 <br /> GW encountered 51' <br /> Completed monitoring well <br /> TD of MW=60' <br /> Screen 60-40 020 slot <br /> Sand#3 38-60' <br /> ' Bentonite chips 36-38 <br /> Grout to grade using neat <br /> Portland cement(36 to 0) <br /> ' N <br /> N <br /> 8 <br /> N <br /> I <br />
The URL can be used to link to this page
Your browser does not support the video tag.