My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS_FILE 2
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
F
>
FRONTAGE
>
1022
>
2900 - Site Mitigation Program
>
PR0534875
>
WORK PLANS_FILE 2
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/7/2020 1:44:24 PM
Creation date
4/7/2020 1:29:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
RECORD_ID
PR0534875
PE
2960
FACILITY_ID
FA0020170
FACILITY_NAME
AAA TRUCK WASH/JIMCO TRUCK PLAZA
STREET_NUMBER
1022
Direction
E
STREET_NAME
FRONTAGE
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
26102004
CURRENT_STATUS
01
SITE_LOCATION
1022 E FRONTAGE RD
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
201
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
Conestoga-Rovers&Associates BORING / WELL LOG <br /> 5900 Hollis Street, Suite A <br /> Emeryville,CA 94608 <br /> Telephone: 510-420-0700 <br /> Fax: 510-420-9170 <br /> CLIENT NAME Olympian JV BORING/WELL NAME MW-20 <br /> JOBISITE NAME JIMCO Truck Plaza DRILLING STARTED 12-Mar-10 <br /> LOCATION 1022 Frontage Road,Ripon,CA DRILLING COMPLETED 17-Mar-10 <br /> Continued from Previous Page <br /> u � r <br /> U <br /> a a F a 0-00 LITHOLOGIC DESCRIPTION �= WELL DIAGRAM <br /> o mC o j �� oa <br /> a c vai C7 U p t <br /> --- -------------------------- 21.8 <br /> Sandy,Silty CLAY: Moderate yellowish brown(10YR <br /> 5/4);wet;50%clay,35%silt, 15%fine to medium grained <br /> sand;medium plasticity;moderate estimated permeability. <br /> CL = Monterey Sand <br /> #2/12 <br /> 0.4 1� MW-20-25 - <br /> 1 25 4"-diam.,0.010" <br /> _ Slotted SchedWe 40 <br /> PVC <br /> — -------------------------- 26.0 <br /> Gravelly SAND: Moderate yellowish brown(10TY 5/4); <br /> wet;80%medium to coarse grained sand,20%gravel; <br /> non-plastic;high estimated permeability. SZ <br /> SW <br /> 0.3 ;y MW-20-30 <br /> :0 30 <br /> — <br /> ____________ 31.0 <br /> n Clayey SILT: Moderate yellowish brown(10YR 5/4) <br /> wet;20%clay,80%silt;low plasticity;low estimated <br /> o permeability. <br /> r, <br /> W ML <br /> 0 <br /> C7 <br /> 5 0.0 10 MW-20-35 - <br /> 12 35 35.0 <br /> 9 Bottom of Boring <br /> d @ 35 fbg <br /> m <br /> U , <br /> m ` <br /> h <br /> fo <br /> b <br /> tG <br /> W I <br /> f <br /> a <br /> n <br /> J <br /> J <br /> PAGE OF <br />
The URL can be used to link to this page
Your browser does not support the video tag.