My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0006920 SSCRPT
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
P
>
PELTIER
>
10149
>
2600 - Land Use Program
>
PA-0700593
>
SU0006920 SSCRPT
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:32:48 AM
Creation date
9/8/2019 12:39:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSCRPT
RECORD_ID
SU0006920
PE
2622
FACILITY_NAME
PA-0700593
STREET_NUMBER
10149
Direction
W
STREET_NAME
PELTIER
STREET_TYPE
RD
City
THORNTON
APN
011 040 02
ENTERED_DATE
1/22/2008 12:00:00 AM
SITE_LOCATION
10149 W PELTIER RD
RECEIVED_DATE
1/22/2008 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\P\PELTIER\10149\PA-0700593\SU0006920\SSC RPT.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.
/
95
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
Neil 0. Anderson & Assoc., Inc. BOREHOLE NUMBER <br /> 902 Industrial Way, Lodi, CA 95240 LOG OF TEST BORING <br /> (209)367-3701 Fax (209)333-8303 Bi <br /> PROJECT NUMBER: LGE-080010 DATE DRILLED: 2-13-2008 <br /> PROJECT NAME: Metro PCS Sac-155-D GROUND SURFACE ELEVATION: 0,0 Feet <br /> LOCATION: Elk Grove, CA <br /> DRILLING EQUIP.: Power Probe PLATE NO. 2 <br /> o <br /> L o. f v a o' Blow Count a <br /> a E m v 0 a L Soil Lithology Description Notes <br /> o N o 1n p o Histogram <br /> : 2 _ <br /> n m U <br /> CH: Dark brown,fat day,stiff,moist Park <br /> -1 <br /> ATT: II =49,pi = 27 <br /> CM 22 92 11 <br /> -2 <br /> -3 SII SC: Light red-brown,clayey fine to medium sand with gravel, <br /> �' very dense, moist <br /> \\: <br /> -4 \\ <br /> 6 -N-: <br /> \\ <br /> CM 15 50MMENE <br /> -6 \:\ <br /> SC: Light brown, clayey fine to medium sand, very dense, <br /> moist <br /> \\: <br /> \\: <br /> 10 \N <br /> N\: <br /> CM 18 96 50 <br /> -12 ' <br /> :1`:l`'I`'1: SM: Brown, fine to medium sand with some silt,very dense, <br /> :f:P:nd': <br /> moist <br /> -73 ':F:P. . <br /> -t4 <br /> CM 15 98 50MMENE X11 s 1 -r <br /> -16 :,i..r:r;r. <br /> -17 ML: Brown,clayey silt, cemented, hard, moist <br /> I <br /> I <br /> -19 <br /> -20 <br /> CM 29 86 So Boring terminated at 21.5' <br /> -21 due to auger refusal <br />
The URL can be used to link to this page
Your browser does not support the video tag.