My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0007375 SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
L
>
LOWER SACRAMENTO
>
12828
>
2600 - Land Use Program
>
PA-0800259
>
SU0007375 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:33:01 AM
Creation date
9/6/2019 11:08:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007375
PE
2625
FACILITY_NAME
PA-0800259
STREET_NUMBER
12828
Direction
N
STREET_NAME
LOWER SACRAMENTO
STREET_TYPE
RD
City
LODI
APN
05807023
ENTERED_DATE
9/15/2008 12:00:00 AM
SITE_LOCATION
12828 N LOWER SACRAMENTO RD
RECEIVED_DATE
9/12/2008 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\L\LOWER SACRAMENTO\12828\PA-0800259\SU0007375\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.
/
119
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
PREPARED BY: PORING ENO.P-2BORING LOG FACILIT12828 N. ramerMo Rd.,Lodi <br /> LOCATION COORDINATES SURFACE ELEVATION <br /> At Proposed Parking{East of Proposed Building) Latitude:3&.0940 &Longitude:121.3I 31'-Average <br /> DRILLING CONTRACTOR DRIVING WEIGHT&DROP RIG TYPE DRILLER <br /> V&W Drilling,Inc. 140 lbs®30-inch 4-Inch Hollow Stem Auger <br /> �s LOGGED BY DATE BORING STARTED DATE BORING COMPLETED TOTAL DEPTH <br /> M.Ali <br /> 3/23/2010 3/23/2010 15 feet <br /> SAMPLE TYPE ® SHELBY TUBE Oil SPLIT SPOON <br /> F c N <br /> k �pp SUMMARY OF SUBSURFACE CONDITIONS <br /> O E- <br /> 0 Top Sal:Dirt,Aggicultural land. <br /> ' 54 Drive SILTY CALY CL: Brown, hard,mast <br /> 5 78 Drive SILTY CALY CL: Brawn, hard,mast <br /> 10 5016" Drive SILTY SAND(SM)wlth Clay: Light brawn, very dense,mast <br /> Fj <br /> 75 Drive <br /> #200 Pa.,SILTY SAND(SM)With Clay: Light brown, very dense,mast,6.t%fines(per Lab Result#200 Passing) <br /> Fil 15 <br /> I <br /> 20 <br />�l <br /> i, <br /> 25 <br /> Boring terminated at 15 ft. <br /> 30 No Groundwater encountered. <br /> Presoaked for 24 hours,performed percolation test in the presence of County inspector Mr.Michael Esc <br /> Hole Backfilled with soil cutting. <br /> 35 <br /> 1ir <br /> ao FIGURE: A-3 <br />!d <br />[1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.