My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0083932_SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
ACAMPO
>
2727
>
2600 - Land Use Program
>
SR0083932_SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/27/2021 9:02:55 AM
Creation date
7/27/2021 8:57:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0083932
PE
2602
FACILITY_NAME
KELLY PROPERTY
STREET_NUMBER
2727
Direction
E
STREET_NAME
ACAMPO
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
01315009
ENTERED_DATE
7/7/2021 12:00:00 AM
SITE_LOCATION
2727 E ACAMPO 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.
/
60
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 6.0 PERCOLATION TEST INFORMATION SECTION <br />E4 fl 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 /> <br />E 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 />171 E 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 />El 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 />a( 0 6.7 Discussion of any potential problems predicted and/or the need for an engineered or alternative septic system. <br />0 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 <br />Reviewed By: fV4(714 /4/44 Reviewed Date: 7-21-7-64 <br />Darn') C..
The URL can be used to link to this page
Your browser does not support the video tag.