My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2003_3
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WAVERLY
>
6484
>
4400 - Solid Waste Program
>
PR0440004
>
ARCHIVED REPORTS
>
ARCHIVED REPORTS_2003_3
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/18/2020 3:18:38 AM
Creation date
7/3/2020 10:41:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2003_3
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2003_3.tif
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
65
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
®BORING <br />LOG <br />0 <br />BORING NUMBER: SG -1 Page 1 of 9 <br />Foothill Sanitary Landfill <br />Date Started: 6/20/03 Time Started: 13:00 <br />0 <br />JOB NUMBER: 01203011.02 <br />REMARKS: <br />6484 North Waverly Road <br />c <br />Linden, California 95236 <br />Date Ended: 6/23/03 Time Ended: 12:00 <br />Upper 20' of boring bored at 8" and 8"x20' surface conductor casing <br />placed during drill.joints All secured with stainless steel screws and <br />Depth <br />Sample Information <br />Total Depth: 255.0 <br />Boring Diameter: 6,/a'• ' <br />o <br />Centralized placed just above SUE <br />en. <br />Completion Detail <br />_ <br />o <br />� <br />J <br />Description <br />1/4" labcock <br />valve <br />E <br />0 <br />E, <br />o. M <br />E E <br />C <br />3� <br />E <br />U) uj <br />U y <br />t <br />Surface completion <br />consists of 3 -foot tall, <br />tnJ <br />U) Z <br />In U <br />0 <br />U <br />U` <br />12 inch diameter <br />1 <br />5 ND SC HClayey fine sand, little silt, dark grey, no odor. <br />2 <br />3 10ND SM Silty fine sand, little clay, dark brown to dark grey, no <br />odor. <br />0 <br />m <br />ND I SP very fine and fine sand, little silt, dark brown, no odor. <br />1 <br />20� I I I ND I SC Clayey fine sand, little silt, brown, no odor. <br />ME&JIT, <br />Redimix concrete <br />Portland cement <br />grout <br />1" PVC solid casing <br />sch 40 <br />F <br />O <br />P <br />0 <br />Drilling Company: Martel Water Systems, Inc. <br />Date Started: 6/20/03 Time Started: 13:00 <br />0 <br />c <br />Drilling Method: Air Rotary with water injection <br />Date Ended: 6/23/03 Time Ended: 12:00 <br />a <br />a <br />Logged By: T. Sison <br />Total Depth: 255.0 <br />Boring Diameter: 6,/a'• ' <br />
The URL can be used to link to this page
Your browser does not support the video tag.