My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0085800_SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
J
>
JAHANT
>
12960
>
2600 - Land Use Program
>
SR0085800_SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/30/2022 8:29:54 AM
Creation date
9/30/2022 8:23:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085800
PE
2602
STREET_NUMBER
12960
Direction
E
STREET_NAME
JAHANT
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
00727022
ENTERED_DATE
9/20/2022 12:00:00 AM
SITE_LOCATION
12960 E JAHANT RD
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.
/
66
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 />I = Insufficient <br />S I <br />❑ <br />❑ <br />Fut <br />V3- El <br />LP ❑ <br />54 ❑ <br />® ❑ <br />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 />❑ 7.1 The report was signed and stamped by the appropriately registered individual Q <br />Reviewed By: -? Cit g ���6,�,!_ l� Reviewed Date: 1127127, <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.