My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0084919_SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
E
>
EIGHT MILE
>
10330
>
2600 - Land Use Program
>
SR0084919_SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/30/2022 1:30:08 PM
Creation date
3/30/2022 1:12:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0084919
PE
2602
STREET_NUMBER
10330
Direction
E
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95212
APN
08902023
ENTERED_DATE
2/25/2022 12:00:00 AM
SITE_LOCATION
10330 E EIGHT MILE 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.
/
39
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 <br />1 <br />5.0 <br />SOIL PROFILE INFORMATION SECTION <br />❑ <br />5.1 <br />Site map showing the location, with dimensions, of the soil profile pit on the parcel. <br />❑ <br />5.2 <br />Description of soil profile pit including depth and dimensions. <br />[� <br />❑ <br />5.3 <br />Description of soil lithology as noted from test pit by appropriate professional using industry standard protocol. <br />❑ <br />5.4 <br />Discussion of soil lithology as related to future onsite septic uses. <br />6.0 <br />PERCOLATION TEST INFORMATION SECTION <br />❑ <br />6.1 <br />Site map showing the location, with concise and accurate dimensions of the percolation test holes on the parcel. <br />❑ <br />❑ <br />6.2 <br />The minimum number of shallow and deep percolation tests was performed for each parcel. <br />0 <br />❑ <br />6.3 <br />Description of the date, time and protocol used to prepare the test hole, including depth and dimensions of hole, <br />of hole, and depth of water used to presoak (minimum 12 inches). <br />r�1preparation <br />,u <br />❑ <br />6.4 <br />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 />❑ <br />6.5 <br />The test conformed to SJC Policy EHD 02-02 (correct depth, diameter, 2" gravel, 6" water refill, correct readings <br />recorded). <br />El <br />❑ <br />6.6 <br />Complete Percolation Test Form (including readings) was provided with REHS verification signature. The rate <br />was correctly calculated using the last reading. <br />❑ <br />❑ <br />6.7 <br />Discussion of any potential problems predicted and/or the need for an engineered or alternative septic system. <br />�] <br />❑ <br />6.8 <br />Discussion of percolation rates in relation to the type, size and location of future leach fields needed at the site. <br />7.0 <br />CONCLUSION SECTION <br />by the individual <br />❑ <br />7.1 <br />The report was signed and stamped appropriately registered <br />Reviewed <br />By: <br />Reviewed Date: <br />EHD 26-03 Page 2 of 3 SOIL SUITABILITY STUDY CKLST <br />4/24/12 <br />
The URL can be used to link to this page
Your browser does not support the video tag.