My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0079470
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
S
>
SECTION
>
3413
>
4200/4300 - Liquid Waste/Water Well Permits
>
SR0079470
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/27/2019 9:00:55 AM
Creation date
3/27/2019 8:27:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0079470
PE
2602
STREET_NUMBER
3413
Direction
E
STREET_NAME
SECTION
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
17309032
ENTERED_DATE
8/6/2018 12:00:00 AM
SITE_LOCATION
3413 E SECTION AVE
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
TMorelli
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
83
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
Soil Suitability / Nitrate Loading Study Irerracon <br /> Thor Property w Stockton, CA <br /> July 19, 2018 a Terracon Project No. NA187029 <br /> Boring P2 was found to be intact after the 24-hour soak period; however, a viscous clay layer was <br /> present at the bottom 1.0 foot of the boring. <br /> 1.6.5 Percolation Test Procedure <br /> The percolation tests were conducted in accordance with the requirements of the San Joaquin <br /> County EHD. The shallow percolation test (P1 at 3.5 feet bgs)was conducted on June 12, 2018. <br /> As water remained in the bottom of the boring, Terracon conducted the percolation test by <br /> following Procedure #1. Terracon added clear water approximately 0.5 feet above the gravel <br /> bottom and after the 30 minute period there was no drop in the water level. <br /> A deep percolation test (P2 at 25.0 feet bgs) was conducted on July 6, 2018. As a viscous clay <br /> layer of fluid was present at the bottom the boring. Terracon contacted Mr. Steven Shih at the <br /> EHD who recommended adding clear water above the clay fluid to run the percolation test. <br /> Terracon added approximately 1.5 feet of water above the clay fluid and performed the percolation <br /> test per Procedure #2 as instructed by Mr. Shih. The deep percolation test had a duration of four <br /> hours and was observed by Mr. Naseem Ahmed, EHD representative. <br /> Measurement of the water level during the percolation tests was from a fixed reference point on <br /> the PVC casing using a calibrated Solinst electric water level detector with a depth accuracy of <br /> 0.01 feet. All tabulated values on the field data sheet are in decimal feet. A copy of the field data <br /> is included in Appendix E. <br /> 1.6.6 Percolation Test Forms and Results <br /> A shallow percolation test is defined by the EHD as being between 36 and 42 inches in depth. <br /> While a deep percolation test is defined by the EHD as being between 42 inches and 25 feet in <br /> depth. The shallow percolation test must demonstrate a satisfactory percolation rate of less than <br /> or equal to 60 minutes per inch drop in water level within the existing septic system disposal field <br /> of a parcel to utilize a standard septic system and 30 minutes per inch or less for septic pits. <br /> Details of the percolation tests are summarized in the table below. <br /> Responsive ■ Resourceful ■ Reliable 10 <br />
The URL can be used to link to this page
Your browser does not support the video tag.