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 /> rf �' 5900 Hollis Street,Suite A <br /> ! G " Emeryville,CA 94608 <br /> Telephone: 510-420-0700 <br /> Fax: 510-420-9170 <br /> CLIENT NAME: Olympian JV BORING/WELL NAME MW-11 <br /> JOB/SITE NAME JIMCO Truck Plaza DRILLING STARTED 11-Mar-10 <br /> LOCATION 1022 Frontage Road,Ripon,CA DRILLING COMPLETED 19-Mar-10 <br /> Continued from Previous Page <br /> q <br /> uF_ <br /> LU z <br /> F W B a 6 LITHOLOGIC DESCRIPTION Z H WELL DIAGRAM <br /> a mcC ¢ w � �� vW <br /> 0 <br /> -- -------------------------- 20.5 <br /> SAND: Moderate greenish yellow;wet;100%fine to <br /> medium grained sand;non-plastic;high estimated <br /> permeability. SZ <br /> SW <br /> Monterey Sand. t <br /> 02112 <br /> 0.8 10 Mw-11-25 <br /> 1e 25 4"-Clem.,0.010" <br /> Slotted Schedule 40 <br /> PVC <br /> 26.5 <br /> Sandy CLAY with Gravel and Silt:'Moderate yellowish <br /> brown(10YR 5/4);wet;50%clay,10%silt,30%medium <br /> to coarse grained sand,10%gravel;low plasticity; <br /> moderate estimated permeability. <br /> CL <br /> o.s 1 Mw-11-30 <br /> r 30 <br /> 0 <br /> 31.5 i <br /> Sandy Silty CLAY: Moderate yellowish brown(10YR <br /> 5/4);wet;60%clay,20%silt,20%medium to coarse <br /> r grained sand;medium plasticity;moderate estimated <br /> a permeability. <br /> LL I <br /> o CL <br /> K 0.4 MW-11-35 <br /> r 35 35.0 <br /> o Bottom of Boring <br /> b @ 35 fbg <br /> LL <br /> U <br /> i0 <br /> N <br /> b <br /> N I <br /> N <br /> IY <br /> Q <br /> Y <br /> CcC <br /> o i <br /> a i <br /> 0 I <br /> 5 <br /> PAGE 2OF2 <br /> 'j <br />
The URL can be used to link to this page
Your browser does not support the video tag.