My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0011667
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
EL DORADO
>
222
>
2900 - Site Mitigation Program
>
PR0009146
>
ARCHIVED REPORTS XR0011667
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/11/2019 1:37:11 PM
Creation date
7/11/2019 11:25:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011667
RECORD_ID
PR0009146
PE
2960
FACILITY_ID
FA0004093
FACILITY_NAME
LIGHTHOUSE SCHOOL
STREET_NUMBER
222
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13910022
CURRENT_STATUS
02
SITE_LOCATION
222 N EL DORADO ST
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
198
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
CRC Environrnentai[tisk Management Inc. <br /> 17876 Von Karrrtain Avenue,strife zvo BORING LOG OF MW3 <br /> Irvine,California 92714 <br /> PROJECT: AMERICAN SAVINGS BANK LOCATION: 222 North El Dorado Street, Stockton, CA <br /> PROJECT NO.: 2100-250-2 SURFACE ELEVATION: 12 Feet Above MSL <br /> DATE STARTED: October 5,1995 INITIAL WATER LEVEL: 36 Feet BGS <br /> ' DATE FINISHED: October 5,1995 FINAL WATER LEVEL: 33 Feet BGS <br /> DRILLING METHOD: Hollow Stem Auger TOTAL DEPTH: 46 Feet <br /> DRILLING COMPANY. Westex Drilling GEOLOGIST: A. B. Esmilla <br /> ' w <br /> 1-- PID (ppm) U <br /> W <br /> 0 ao OT-i--)c , <br /> ROFILE GEOLOGIC DESCRIPTION REMARKS <br /> 14 100 1 <br /> ASPHALT, 2"thick <br /> L9 <br /> ' S <br /> � 11.7 SILTY SAND (5M). medium brawn, moist, No odor, no stain <br /> M fine grained, in part clayey, soft, slightly <br /> plastic, with a few scattered granules and <br /> pea-size gravels <br /> 0 <br /> 1� " 1.1 CLAY (CL), medium brown to brownish No odor, no stain <br /> g gray, moist, soft, very plastic j <br /> 1 <br /> Lo <br /> 15 1.5SILT (ML), medium yellow brown, very damp. <br /> No odor, no stain <br /> very firm to dense, no discoloration <br />' o <br /> N <br /> 20 � 3.8 ml SILTY SAND (SM). medium yellow brown, No odor, no stain <br /> very damp, fine grained, dense, abundant <br /> mica flakes <br /> N <br /> 25 `° 2.6 CLAYEY SILT (ML), light brown to medim No odor, no stairs <br /> g gray, damp. slightly sandy, medium dense, <br /> no discoloration <br /> >GD G O <br /> CO <br /> nooras a ESML A u1 <br /> tr NO. 1431 <br /> CERTIFIED <br /> ENGINEERING Page t of 2 <br /> GEOLOGIST <br /> �9T�OF Cp�1�0 <br />
The URL can be used to link to this page
Your browser does not support the video tag.