My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU-2601398_SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
S
>
SIERRA VIEW
>
18895
>
2600 - Land Use Program
>
SU-2601398_SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/25/2026 9:51:32 AM
Creation date
6/25/2026 9:33:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU-2601398
PE
2602 - SOIL SUITABILITY AND NITRATE LOADING STUDY REVIEW
STREET_NUMBER
18895
Direction
E
STREET_NAME
SIERRA VIEW
STREET_TYPE
CT
City
CLEMENTS
Zip
95227
APN
01926058
CURRENT_STATUS
In Review
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
18895 E SIERRA VIEW CT CLEMENTS 95227
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
54
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
percolation test holes. Percolation test procedures conformed to San Joaquin County <br /> Environmental Health Department policy. <br /> Preparation and Presaturation of Percolation Test Holes <br /> After the borings were advanced and the soil logged, the test holes were completed for <br /> the percolation testing. Approximately two inches of pea gravel were placed in the <br /> bottom of each open soil boring, followed by a 2.0-inch diameter PVC pipe with <br /> perforations on the bottom. Pea gravel was then used to backfill a few inches of the <br /> annular space. <br /> Live Oak presaturated the percolation test holes approximately 24 hours prior to the <br /> percolation testing. Each 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 holes were found <br /> to be intact and dry. <br /> Percolation Test Procedure <br /> Live Oak conducted the percolation test for the borings on June 2, 2026. Percolation <br /> test procedures conformed to San Joaquin County Environmental Health Department <br /> policy. Due to initial percolation rates observed, a standard four-hour test was selected. <br /> Water level measurements were taken every 30 minutes during this four-hour period. <br /> Aaron Gooderham, Senior Registered Environmental Health Specialist at the San <br /> Joaquin County Environmental Health Department, observed the final 30 minutes of the <br /> percolation test. <br /> An electronic well sounder with a depth accuracy of 1/100th foot was utilized for the <br /> water level measurements. The water level was measured against a fixed reference <br /> point on the well casing. Measurements were recorded on the data sheet in decimal <br /> feet. When necessary after measuring the water level, each hole was refilled with water <br /> to a level of approximately six inches above the bottom of the hole. <br /> Percolation Test Results <br /> The completed percolation test form is included in Appendix 3 of this report. The form <br /> was signed by Mr. Gooderham and indicates a percolation rate for the hole based on <br /> the final water drop observed. <br /> Per San Joaquin County Environmental Health Department's definition, a shallow <br /> percolation test hole has a depth between 18 and 42 inches; a satisfactory percolation <br /> rate for a shallow test is greater than or equal to 1 minute per inch (min/in) but less than <br /> or equal to 60 min/in drop. A deep percolation test hole has a depth between 3.5 and <br /> 25 feet; a satisfactory percolation rate for a deep test is greater than or equal to 1 <br /> minute per inch (min/in) but less than or equal to 30 min/in drop. For the Site to utilize a <br /> LOGE 2622 Page 6 <br />
The URL can be used to link to this page
Your browser does not support the video tag.