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SU-2601279_SSNL
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SU-2601279_SSNL
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Entry Properties
Last modified
4/30/2026 4:30:23 PM
Creation date
4/30/2026 4:26:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU-2601279
PE
2602 - SOIL SUITABILITY AND NITRATE LOADING STUDY REVIEW
STREET_NUMBER
172
Direction
N
STREET_NAME
PATTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95215
APN
10310034
CURRENT_STATUS
In Review
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
172 N PATTON AVE STOCKTON 95215
Tags
EHD - Public
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S = Sufficient <br /> I=Insufficient 6 h iVlaW l l <br /> S 1 5.0 SOIL PROFILE INFORMATION SECTION <br /> �aClcr�he �� � -22-i►� <br /> ❑ 5.1 Site map showing the location,with dimensions, of the soil profile pit on the parcel. Nk, AM 22-30Y1 <br /> f, ❑ 5.2 Description of soil profile pit including depth and dimensions.S mt;ia IJ ni �t�"a I`}"� <br /> / ❑ 5.3 Description of soil lithology as noted from test pit by appropriate professional using industry standard protocol. WAM <br /> ❑ 5.4 Discussion of soil lithology as related to future onsite septic uses. `K0- <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 /> 0 <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). mch KW <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, Z <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 /> ❑ 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: snstw�,2 T�I viA-v .avovugso Reviewed Date: <br /> EHD 26-03 Page 2 of 3 SOIL SUITABILITY STUDY CKLST <br /> 4/24/12 <br />
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