My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU-2601386_SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHRISMAN
>
29534
>
2600 - Land Use Program
>
SU-2601386_SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/6/2026 10:39:16 AM
Creation date
7/6/2026 10:37:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU-2601386
PE
2602 - SOIL SUITABILITY AND NITRATE LOADING STUDY REVIEW
STREET_NUMBER
29534
Direction
S
STREET_NAME
CHRISMAN
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
25323006
CURRENT_STATUS
In Review
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
29534 S CHRISMAN RD TRACY 95304
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
67
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 /> ❑ 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 /> EI ❑ 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 /> a ❑ 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 /> [V� ❑ 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 <br /> Reviewed By: Reviewed Date: i <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.