My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0085267_SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
ARBOR
>
9409
>
2600 - Land Use Program
>
SR0085267_SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/6/2022 2:23:30 PM
Creation date
5/19/2022 2:54:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085267
PE
2602
STREET_NUMBER
9409
Direction
W
STREET_NAME
ARBOR
STREET_TYPE
AVE
City
TRACY
Zip
95304
APN
21216020
ENTERED_DATE
5/12/2022 12:00:00 AM
SITE_LOCATION
9409 W ARBOR AVE
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\tsok
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
205
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
' S = Su:fficient <br /> T = Insufficient <br /> S I 6.0 PERCOLATION TEST INFORMATION SECTION <br /> ❑ 6.1 Site map showing the location,with concise and accurate dimensions of the percolation test holes on the parcel. <br /> ❑ 6.2 The minimum number of shallow and deep percolation tests was performed for each parcel. <br /> ❑ 6.3 Description of the date,time and protocol used to prepare the test hole,including depth and dimensions of hole, <br /> preparation of hole, and depth of water used to presoak(minimum 12 inches). <br /> ❑ 6.4 Description of the date,time and condition of the test hole after the 24-hour soak period (hole still intact, hole dry, <br /> depth to water remaining in hole, etc.) <br /> ❑ 6.5 The test conformed to SJC Policy EHD 02-02(correct depth, diameter,2"gravel, 6"water refill, correct readings <br /> recorded). <br /> ❑ 6.6 Complete Percolation Test Form (including readings)was provided with REHS verification signature. The rate <br /> was correctly calculated using the last reading. <br /> ❑ 6.7 Discussion of any potential problems predicted and/or the need for an engineered or alternative septic system. <br /> [� ❑ 6.8 Discussion of percolation rates in relation to the type, size and location of future leach fields needed at the site. <br /> 7.0 CONCLUSION SECTION <br /> [q`� ❑ 7.1 The report was signed and stamped by the appropriately registered individual <br /> Reviewed By: Ao04 Reviewed Date: <br /> Aa na 7 o F Z <br />
The URL can be used to link to this page
Your browser does not support the video tag.