My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002018
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HAMMER
>
1469
>
2900 - Site Mitigation Program
>
PR0505509
>
ARCHIVED REPORTS_XR0002018
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/29/2020 12:24:53 PM
Creation date
1/29/2020 11:50:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002018
RECORD_ID
PR0505509
PE
2950
FACILITY_ID
FA0006824
FACILITY_NAME
BP STATION #11191
STREET_NUMBER
1469
Direction
E
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95210
APN
08818030
CURRENT_STATUS
02
SITE_LOCATION
1469 E HAMMER LN
P_LOCATION
01
P_DISTRICT
002
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.
/
124
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
Cambria Environmental Technology, Inc BORING/WELL LOG <br /> 1 144 - 65th St „ <br /> Oakland, CA 94608 <br /> Telephone (510) 420-0700 <br /> Fax (510) 420-9170 <br /> CLIENT NAME BP Oil Company BORINGIWELL NAME !MW-2 <br /> JOB/SITE NAME BP-11191 DRILLING STARTED 10-Dec-01 <br /> LOCATION 1469 East Hammer Lane, Stockton,CA DRILLING COMPLETED 10-Dec-01 <br /> Continued from Previous Page <br /> U v a <br /> a a 3 Z � LU � v n-p LITHOLOGIC DESCRIPTION z WELL DIAGRAM <br /> LU <br /> N 0 S mD is <br /> O ¢ W C�7J Oa <br /> ,e SILTY SAND(SM),light brown,dry,20%silt,80%fine <br /> 1e <br /> MW-2- <br /> grained sand,no plasticity, high estimated permeability <br /> 36 <br /> 03 ,a 40 SM @40' light brown mottled with orangetsh brown,damp, <br /> 5%clay,25%silt,75%fine grained sand <br /> 17 MW-2 <br /> 41 Bentonite Seal <br /> Monterey <br /> _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br /> 450 Sand#2/12 <br /> p '� 45 SAND(SP), brown,damp, 10%silt,90%medium grained 45 5 <br /> sand noplasticity' <br /> lasticit high estimatedpermeability46 0 <br /> 31 M4462 SILTY SAND(SM) brown,wet 20%salt,80%fine grained <br /> sand low plasticity,high estimated ermeabilit <br /> SP SAND(SP),brown wet, 10%silt,90%fine grained sand <br /> no plasticity,high estimated permeability <br /> _ _ _ _ _ _ _ _ _ _ _ _ _ _ 500 <br /> 10 v 50 — SILTY SAND(SM) brown,wet,5%clay,30%silt,65% <br /> 16 fine grained sand,no plasticity high estimated <br /> Mw-2- permeability <br /> 51 <br /> 2"-diameter, <br /> 0 010"Slotted <br /> Schedule 40 <br /> SM PVC <br /> 05 ; 55 @55' 15%silt,85%fine to medium grained sand <br /> 12 MW-2 <br /> 56 <br /> 580 <br /> g Mw-2- SAhIDY SILT(ML),brown,wet,5%clay,65%silt,30% <br /> N 58 ML fine grained sand,low plasticity,moderate estimated <br /> permeability 600 r 60 Total depth=60' Boring 0f <br /> orin60 It <br /> ❑ g <br /> a <br /> LU <br /> a <br /> c� <br /> m <br /> a <br /> rn <br /> i <br /> rn <br /> i G <br /> r <br /> z <br /> x <br /> t <br /> 0 <br /> a <br /> J <br /> J <br /> W <br /> PAGE 19 OF 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.