My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0085485_SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
R
>
REID
>
650
>
2600 - Land Use Program
>
SR0085485_SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/20/2022 4:59:58 PM
Creation date
7/6/2022 1:15:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085485
PE
2602
STREET_NUMBER
650
Direction
S
STREET_NAME
REID
STREET_TYPE
AVE
City
LINDEN
Zip
95236
APN
18336056
ENTERED_DATE
7/5/2022 12:00:00 AM
SITE_LOCATION
650 S REID AVE
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
S = Sufficient <br /> 1 = 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 de th and dimensions of hole, <br /> preparation of hole, and depth of water used to presoak(minimum 12 inches). � ��2 Z <br /> ❑ 6.4 Description of the date,time and condition of the test ;�aZ'e_ <br /> the 24-hour soak period (hole still intact, hole dry, <br /> / <br /> depth to water remaining in hole, etc.) (M 6_ <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. tivw-e- <br /> ❑ 6.7 Discussion of any potential roble s predic ed and/or the need for an engineered or alternative septic system. <br /> ;, Z� , j <br /> ❑ ❑ 6.8 Discussion of percolation rates in relation to&type, size and location of future leach fields needed at the site. <br /> 7.0 CONCLUSION SECTION <br /> ❑ 7.1 The report was signed and stamped by the appropriately registered ind' idual <br /> 06—rZ <br /> Reviewed By: A-33 � Reviewed Date: <br /> EHD 26-02-003 Page 2 of 3 Soil Suitability Checklist <br />
The URL can be used to link to this page
Your browser does not support the video tag.