My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002565
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
H
>
HARDING
>
1112
>
3500 - Local Oversight Program
>
PR0545263
>
ARCHIVED REPORTS_XR0002565
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/3/2020 7:04:08 PM
Creation date
2/3/2020 10:48:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002565
RECORD_ID
PR0545263
PE
3528
FACILITY_ID
FA0005108
FACILITY_NAME
EGGIMANS HYDRAULIC GARAGE
STREET_NUMBER
1112
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15102101
CURRENT_STATUS
02
SITE_LOCATION
1112 E HARDING WAY
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.
/
78
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
PROJECT No. 97-738-01-01 <br /> BORING No. S83 <br /> LOGGED BY T. LUTTERMAN <br /> PROJECT NAME: 'EGGIMAN ANDREW and EDITH TRUST <br /> BARING LOCATION: 1112 E. HARCING WAY, STOCKTON, CA. SURFACE ELEV: <br /> DRILLER: DAVID A. FISCH DATE STARTED: 07/24/97 DATE FINISHED: 07/24/97 <br /> cn <br /> _ SAMPLE SLOW <br /> COUNT REC U = WC Ou SCIL DESCRIPTION o <br /> r o >- CL <br /> CLNo.TYPE INTERVAL 0' 6' 12 (in} N (tsf) J o AND REMARKS <br /> t. n FROM TO 6' 12' t8' <br /> ASPHALT — 2 inches <br /> SILT WITH SAND, <3C". fine eocriv <br /> 4.0 6.0 18 graded sand, >70% fines, low <br /> $ dry strength , low toughness, no <br /> plasticity, moderate yellow brown, no <br /> product odor. <br /> PID-1.0 ppm <br /> ' 9.0 11.0 24 <br /> f0 <br /> ML PID=1.0 ppm <br /> 14.0 16.0 18 <br /> I5 PI0=1.O ppm <br /> I S 19.0 21.0 t8 <br /> 20 PID=1,o ppm <br /> 21 GeoProbe refusal at 21 feet. <br /> Bottom of boring at 21 feet. <br /> ' Nates: <br /> 25 I. Sample numbers Identified as: <br /> 1 — ET—SI33-20.0' <br /> S — SOIL <br /> Soil boring backfilled to surface with <br /> neat cement grout. <br /> ' 30 <br /> ' 35 <br /> 1 40 <br /> Page 1 of 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.