My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0006098 SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
G
>
GROOMS
>
31103
>
2600 - Land Use Program
>
PA-0600319
>
SU0006098 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:32:07 AM
Creation date
9/5/2019 10:51:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006098
PE
2622
FACILITY_NAME
PA-0600319
STREET_NUMBER
31103
Direction
E
STREET_NAME
GROOMS
STREET_TYPE
RD
City
OAKDALE
APN
20728003
ENTERED_DATE
6/27/2006 12:00:00 AM
SITE_LOCATION
31103 E GROOMS RD
RECEIVED_DATE
6/27/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\G\GROOMS\31103\PA-0600319\SU0006098\SS 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.
/
37
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
L <br /> L November 21,2006 <br /> NOA Project Number. E06044B <br /> L <br /> No ground water was encountered in any of the borings drilled on the property. No well water <br /> Lsample was taken because no wells exist on the property. Groundwater depth lies between 60 and 80 <br /> feet below ground surface. <br /> 8.0 LIMITATIONS <br /> L The conclusions of this report are based on the information provided regarding the existing and <br /> proposed development, the use of the subject property, and the site conditions as they existed at the <br /> time we excavated our test holes and performed the percolation tests. It was assumed that the test <br /> I holes and percolation test results are representative of the subsurface conditions in the general area. <br /> L Our professional services were performed, our findings obtained,and our conclusions proposed in <br /> accordance with generally accepted engineering principles and practices. This warranty is in lieu of <br /> Lall other warranties either expressed or implied. Test findings and statements of professional <br /> opinion do not constitute a guarantee or warranty, expressed or implied. <br /> L NEIL O.ANDERSON&ASSOC.,INC. <br /> Nanc R. Kr Welch,Principal Geologist <br /> Staff 'entist CEG-2151,CHG-653,PGP-1049 <br /> L o��ss% NAL GFolo <br /> 4Q DAVID J.WELCH <br /> * NO.2151 <br /> CERTIFIED <br /> ENGINEERING <br /> r , GEOWUST P <br /> L 9TFOFC4ft <br /> L <br /> L <br /> L <br /> 9 <br /> L "44 <br /> L <br />
The URL can be used to link to this page
Your browser does not support the video tag.