My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0003266
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
H
>
HOUSTON
>
1740
>
3500 - Local Oversight Program
>
PR0545289
>
ARCHIVED REPORTS_XR0003266
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/11/2020 10:10:35 PM
Creation date
2/11/2020 8:48:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003266
RECORD_ID
PR0545289
PE
3528
FACILITY_ID
FA0003828
FACILITY_NAME
VAN BUSKIRK GOLF COURSE
STREET_NUMBER
1740
STREET_NAME
HOUSTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95206
APN
16307036
CURRENT_STATUS
02
SITE_LOCATION
1740 HOUSTON AVE
P_LOCATION
01
P_DISTRICT
001
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.
/
61
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
' Advanced <br /> BORING LOG <br /> GeoEnvironmental Inc. <br /> � � BOREHOLE NO.: M'W-S <br /> 4005 North Wilson Way, Stockton, CA 95205 <br /> TOTAL DEPTH: <br /> (209) 467-1006 FAX: (209) 467-1118 � 20 feet <br /> ' Project: Van Buskirk Golf Course Drilling Co. WestHaz Mat <br /> Site Location: 1740 Houston Road I Rig/Auger Type: CME 75/ 8-inch hollow stems <br /> ' Stockton, California I <br /> Logged By: Paul Dotson <br /> Reviewed By: Nuel Henderson <br /> ' Project No:: AGE-NC-98-0468 ! Date(s) Drilled: 28 November 2000 <br /> Notes: ground water encounterd at 10 feet { = Water level during drilling Page 1 of 1 <br /> m Water level in completed well <br /> I € EE <br /> Depth Sample Blows I PID Soil USCS Class and Well I Well <br /> ID (per 6") !(ppm) ISymbolj Soil Description Completion ! Description <br /> . 0 TSII _T <br /> ! Cement grout seal from <br /> 1 5'to 2'bsg. <br /> : Bentonite seal from 2' I <br /> I.. ! <br /> to 4' bsg. � <br /> SM:Light brown,damp,SILTY SAND;with fine to i <br /> MW8-5 14,16,20 0 } medium sand,no hydrocarbon(HC)odor. <br /> CL: Brown,moist,SILTY CLAY,no HC odor, �' '' : I r 42/12 sand from 4'to <br /> 1-0 MW8-10 6,8,13 0 I I: ' _- 20'bsg. <br /> ! CL:Brown,satuarted,SILTY CLAY,no HC odor. I <br /> -15-] : : <br /> W8-15 6 8 12 0 <br /> M � i .-.��.:., � Screened interval from <br /> - -- --- -- - ... 5'to 20'bsg. <br /> I <br /> Brown,saturated,SILTY CLAY,no HC odor. <br /> Cap at 20'. <br /> -20-1 <br /> MW8-20 12,14,20 0 - - <br /> —25 <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.