My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0085800_SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
J
>
JAHANT
>
12960
>
2600 - Land Use Program
>
SR0085800_SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/30/2022 8:29:54 AM
Creation date
9/30/2022 8:23:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085800
PE
2602
STREET_NUMBER
12960
Direction
E
STREET_NAME
JAHANT
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
00727022
ENTERED_DATE
9/20/2022 12:00:00 AM
SITE_LOCATION
12960 E JAHANT RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\tsok
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
66
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
12958/12970 E Jahant Road Project No. 2022-00037 P a g e 112 <br />The soil within the percolation test area for 12958/12970 E Jahant Road demonstrated a satisfactory <br />percolation rate in accordance with the requirements of the EHD for the use of a standard septic <br />system. <br />9.0 SOIL SUITABILITY STUDY CONCLUSIONS <br />In summary, a percolation rate that meets the minimum EHD standards was achieved within the <br />proposed septic disposal area for the parcel located at 12958/12970 E Jahant Road; the soil appears <br />suitable for the use of a standard septic system. <br />10.0 LIMITATIONS <br />The conclusions of this report are established from the information provided regarding the proposed <br />and existing development and the site conditions as they existed at the time which we excavated our <br />test hole and performed the percolation test. It was assumed that the test hole and percolation test <br />result is representative of the subsurface conditions in the general area. <br />If there is a substantial amount of time between the submission of this study and commencement of <br />work at the site, or if conditions have changed due to construction activities or natural causes at or <br />adjacent to the site, we recommend that our report be reviewed to access the applicability of the <br />recommendations and conclusions with consideration regarding changed conditions and or lapse of <br />time. This report should not be used after 3 years without a review and update from our office. <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 />11.0 QUALIFICATIONS OF ENVIRONMENTAL PROFESSIONALS <br />Daniel Kramer, Geologist <br />Professional Experience: <br />Neil 0. Anderson & Associates 2003- 2005 <br />Kleinfelder, Inc 2005-2006 <br />Neil 0. Anderson & Associates 2006-2014 <br />Petralogix 2014 - Present <br />Education: <br />B.S., Geology, University of the Pacific, Stockton, CA <br />Registrations: <br />California Registered Geologist, PG #8657 <br />California Certified Engineering Geologist, PG #CEG -2588 <br />California Professional Geophysicist, PGp-1078 <br />Petralogix Engineering, Inc. <br />26675 Bruella Road, Galt, Ca 95632 <br />(209)-400-5729 <br />www.petralogix.com <br />
The URL can be used to link to this page
Your browser does not support the video tag.