My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0002712
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HARDING
>
244
>
2900 - Site Mitigation Program
>
PR0506390
>
ARCHIVED REPORTS XR0002712
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/6/2019 2:20:22 PM
Creation date
5/6/2019 2:16:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002712
RECORD_ID
PR0506390
PE
2950
FACILITY_ID
FA0007389
FACILITY_NAME
MINI STOP
STREET_NUMBER
244
Direction
W
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
13708014
CURRENT_STATUS
01
SITE_LOCATION
244 W HARDING WAY
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.
/
30
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 BORING LOG <br /> GeoEnvironmental Inc. <br /> } BOREHOLE NO.. MW_3 <br /> 837 Shaw Road, Stockton, CA 95215 <br /> ."`" (209)467-1006 FAX: (209)467-1118 TOTAL DEPTH: 45 feet <br /> Project: Fast and Easy Drilling Co.: West Hazmat Drilling <br /> Site Location, 244 West Harding Way Rig/Auger Type: CME95/8" hollow stem <br /> Stockton Logged By: W. Little <br /> California <br /> Reviewed By: W. Little <br /> Project No.: AGE-NC-98-504 <br /> Date(s) Drilled: 04 APRIL 2003 <br /> Notes: soil samples collected sz Water level during drilling Page 1 of 1 <br /> Completed as ground water monitoring well me Water level in completed well <br /> Fample Blows7PmD) Soil USCS Class and Well Well <br /> 1D (per 6") Symbol . Soil Description Completion Description <br /> Well cover cristy box <br /> -5 CL:CLAY:brown fines;moist;no hydrocarbon(HC) <br /> MWI-5 9,16,15 odor. <br /> 00 <br /> 0000000 ML:SILT:tan fines;moist;no HC odor. <br /> MWI-10 7,11,13 0000000 <br /> 00000 i <br /> 0000000 ML:SILT:tan fines;moist;no HC odor. <br /> -15 MWI-15 12,13,18 oopooe°o Cement grout seal from <br /> .5'to 21'bsg. <br /> -20— M W 1-20 12,20,21 CL:CLAY:gray fines;moist;no HC odor. <br /> Bentonite seat from 21' <br /> to 23' bsg. <br /> - CL:CLAY:gray fines;moist;no HC odor. <br /> MWI-25 18,23,24 <br /> 000°o°oo°o ML:SILT:gray fines;moist to wet;low plasticity,no <br /> MWI-30 18,25,28 0000000 toughness,no HC odor. #2/12 sand from 23'to <br /> 46'bsg. <br /> 00 <br /> 0000000 ML:SILT:gray fines;moist to wet;low plasticity,no <br /> -35— MW1-35 15,15,19 °o°o°o°o°o°o°o toughness,no HC odor. <br /> 00000 <br /> -40— ML:SILT:toughness,graHC odor.moist to wet;low plasticity,no <br /> MWI-40 15,19,20 0000000 <br /> Screened interval from <br /> 25'to 45'bsg. <br /> 5 0000000 ML:SILT:gray fines;moist to wet;law plasticity,no <br /> MWI 45 18,19,22 toughness,no HC odor. Cap at 45'. <br />
The URL can be used to link to this page
Your browser does not support the video tag.