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SU-2601418_SSNL
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2600 - Land Use Program
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SU-2601418_SSNL
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Entry Properties
Last modified
7/9/2026 2:47:00 PM
Creation date
7/9/2026 2:44:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU-2601418
PE
2602 - SOIL SUITABILITY AND NITRATE LOADING STUDY REVIEW
STREET_NUMBER
23304
Direction
S
STREET_NAME
HANSEN
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
20936002
CURRENT_STATUS
In Review
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
23304 S HANSEN RD TRACY 95304
Tags
EHD - Public
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S = Sufficient <br /> I=Insufficient <br /> S 1 5.0 SOIL PROFILE INFORMATION SECTION <br /> ❑ 5.1 Site map showing the location,with dimensions, of the soil profile pit on the parcel. ,SON [IN <br /> (�j ❑ 5.2 Description of soil profile pit including depth and dimensions. <br /> ❑ 5.3 Description of soil lithology as noted from test pit by appropriate professional using industry standard protocol. <br /> ❑ 5.4 Discussion of soil lithology as related to future onsite septic uses. <br /> 6.0 PERCOLATION TEST INFORMATION SECTION <br /> l] ❑ 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 /> 14 El6.4 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). Wes^ - <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 <br /> potential problems pre icte and/or he need or an engine 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: <br /> EHD 26-03 Page 2 of 3 SOIL SUITABILITY STUDY CKLST <br /> 4/24/12 <br />
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