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SU-2601102_SSNL
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2600 - Land Use Program
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SU-2601102_SSNL
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Entry Properties
Last modified
2/17/2026 3:30:02 PM
Creation date
2/17/2026 3:23:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
File Section
COMPLIANCE INFO
FileName_PostFix
SSNL
RECORD_ID
SU-2601102
PE
2602 - SOIL SUITABILITY AND NITRATE LOADING STUDY REVIEW
STREET_NUMBER
3732
Direction
N
STREET_NAME
NEWTON
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
13206016
CURRENT_STATUS
In Review
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
3732 N NEWTON RD STOCKTON 95205
Tags
EHD - Public
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S = Sufficient <br /> =Insufficient <br /> S I 5.0 SOIL PROFILE INFORMATION SECTION Clad Fj <br /> ❑ 5.1 Site map showing the location,with dimensions, of the soil profile pit on the parcel. ��am Iii <br /> SGl l^Ca�10�1,1'n � VS' <br /> ❑ 5.2 Description of soil profile pit including depth and dimensions. _ Zp <br /> �tif fan ' (Dam - 1. <br /> ❑ 5.3 Description of soil lithology as noted from test pit by appropriate professional using Indus ry s an and protocol. <br /> ❑ 5.4 Discussion of soil lithology as related to future onsite septic uses. <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.) prpGNM�2 Was Wed <br /> A ❑ 6.5 The test conformed to SJC Policy EHD 02-02 (correct depth, diameter, 2"gravel, 6"water refill, correct readings <br /> recorded). <br /> T%-1 ❑ 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 <br /> Reviewed By: snstCvun T-11Pvuvu.nvovgsa Reviewed Date: <br /> EHD 26-03 Page 2 of 3 SOIL SUITABILITY STUDY CKLST <br /> 4/24/12 <br />
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