My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0008067 SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HILLSIDE
>
17266
>
2600 - Land Use Program
>
PA-1000007
>
SU0008067 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:33:20 AM
Creation date
9/5/2019 11:17:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0008067
PE
2631
FACILITY_NAME
PA-1000007
STREET_NUMBER
17266
Direction
N
STREET_NAME
HILLSIDE
STREET_TYPE
DR
City
LODI
APN
05324005
ENTERED_DATE
1/25/2010 12:00:00 AM
SITE_LOCATION
17266 N HILLSIDE DR
RECEIVED_DATE
1/25/2010 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\H\HILLSIDE\17266\PA-1000007\SU0008067\NL STDY.PDF
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
65
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
c v <br /> SOIL LOG AND <br /> PERCOLATION TEST RESULTS <br /> KIDDER WINERY <br /> 17266 HILLSIDE DR-, LODI, CALIFORNIA <br /> DEPTH(FT) SOIL LOG(t)SCS) DESCRTPTTON PERCOLATION TEST TEST RESULTS DEPTU(FT) <br /> 0.0 0.0 <br /> 0 05 <br /> — — Dad-brown silty- sand with lean <br /> clad-, moist. <br /> 1.0 — 1.0 <br /> 1.5 1.5 <br /> 2.© <br /> Reddish brown clay with silt. 2.0 <br /> moist. <br /> 2.5 2.5 <br /> SHALLOW <br /> PERCOLATION TEST. <br /> � — Reddish brown silhv fine sand. RATE 14.7 MPI <br /> 3.0 hard pant dn-. 3.0 <br /> 3-5 3.5 <br /> EVLANATION: <br /> PERCOLATION TEST INTERVAL IS 6INCHES. SATISFACTORY <br /> RESULT IS LESS THAN OR EQUAL TO 60 MINUTES PER INCH(MPI) <br /> FOR A SHALLOW TEST OR LESS THAN OR EQUAL TO 30 MPI FOR A <br /> DEEP TEST. SHALLOW TEST 1S 3.0 TO 3.5 FEET DEEP.THE <br /> LIVE OAK DEEP TEST IS GREATER THAN 3.5 TO 25 FEET DEEP. <br /> GEO ENVIRONMENTAL INC. DATE DRILLED: 3117114 <br /> - Engineering Geology- DRILLING METHOD: HAND AUGER <br /> - Environmental PROJECT NUMBER: LOGE1005 <br /> - Geophysics PLATE 9 <br />
The URL can be used to link to this page
Your browser does not support the video tag.