My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0006563 SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
S
>
SHAW
>
800
>
2600 - Land Use Program
>
PA-0700221
>
SU0006563 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:32:32 AM
Creation date
9/9/2019 10:14:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006563
PE
2622
FACILITY_NAME
PA-0700221
STREET_NUMBER
800
Direction
N
STREET_NAME
SHAW
STREET_TYPE
RD
City
STOCKTON
APN
14327038
ENTERED_DATE
5/15/2007 12:00:00 AM
SITE_LOCATION
800 N SHAW RD
RECEIVED_DATE
5/15/2007 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\S\SHAW\800\PA-0700221\SU0006563\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.
/
44
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
May 2,2007 <br /> NOA Project Number: E07040B <br /> 7.0 CONCLUSIONS <br /> In summary, satisfactory percolation rates of the soil were achieved in the primary septic disposal <br /> area of the site. The septic disposal area of the proposed parcel appears suitable for a standard <br /> septic system. <br /> No ground water was encountered in boring drilled on the property. The depth to ground water was <br /> found to be between approximately 60 and 70 feet below the ground surface for the period of Fall <br /> 1998 and Spring 1999. No wells exist on site; no water sample was sampled or analyzed. <br /> 8.0 LIMITATIONS <br /> 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 /> holes and percolation test results are representative of the subsurface conditions in the general area. <br /> 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 /> all 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 /> NEIL O.ANDERSON&ASSOCIATES, IN . <br /> Nan y mer, vid Welch,Principal Geologist <br /> Staff cientist CEG-2151, CHG-653,PGP-1049 <br /> o��SS�pNAL GFoo <br /> l <br /> a� DAVID J.WELCH <br /> * N0.2151 <br /> CERTIFIED <br /> ENGINEERING <br /> GEOLOGIST <br /> Do<CAL1F4��\P <br /> 8 <br />
The URL can be used to link to this page
Your browser does not support the video tag.