My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0083938_SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
P
>
PINE
>
8888
>
2600 - Land Use Program
>
SR0083938_SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/21/2021 3:07:53 PM
Creation date
7/21/2021 2:53:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0083938
PE
2602
FACILITY_NAME
8888 W PINE ST
STREET_NUMBER
8888
Direction
W
STREET_NAME
PINE
STREET_TYPE
ST
City
THORNTON
Zip
95686
APN
00120020
ENTERED_DATE
7/8/2021 12:00:00 AM
SITE_LOCATION
8888 W PINE ST
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.
/
56
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
The soil in the boring was similar to that described by the Soil Survey. Silty clay with <br />sand was encountered to the full depth of the hole. The soil log is presented on Plate <br />11. <br />Discussion of Soil Lithology <br />Based on the soil observed in the boring, there appears to be moderate potential for <br />percolation in the shallow soil zone at the test location. Sandy soils generally have a <br />much greater potential for percolation than fine-grained or cemented soils. However, a <br />percolation test is the only accepted method for determining the suitability of the soils <br />for a septic disposal area. Percolation test results are discussed in the following <br />section. <br />Percolation Test <br />A shallow percolation test was conducted in the proposed septic disposal area of the <br />Site. The soil boring discussed above was used for the percolation test hole. <br />Percolation test procedures conformed to San Joaquin County Environmental Health <br />Department policy. <br />Preparation and Presaturation of Percolation Test Holes <br />After the boring was advanced by hand auger and the soil logged, the test hole was <br />completed for the percolation testing. Approximately two inches of pea gravel were <br />placed in the bottom of the open soil boring, followed by a 2.0 -inch diameter PVC pipe <br />with perforations on the bottom. Pea gravel was then used to backfill a few inches of <br />the annular space. <br />Live Oak presaturated the percolation test hole approximately 24 hours prior to the <br />percolation testing. The hole was filled with water to a height of 12 inches above the <br />bottom of the boring for the presaturation. On the day of testing, the hole was found to <br />be intact and dry. <br />Percolation Test Procedure <br />Live Oak conducted the percolation test for the boring on July 1, 2021; due to rapid <br />initial percolation rates, a one-hour test was selected. Water level measurements were <br />taken every 5 to 10 minutes during the one-hour period. The last 30 minutes of the test <br />were observed by Francisco Garcia Ruiz, Registered Environmental Health Specialist at <br />the San Joaquin County Environmental Health Department. <br />LOGE 2135 Page 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.