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SU-2601274_SSNL
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SU-2601274_SSNL
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Entry Properties
Last modified
4/24/2026 8:11:20 AM
Creation date
4/24/2026 8:05:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU-2601274
PE
2602 - SOIL SUITABILITY AND NITRATE LOADING STUDY REVIEW
STREET_NUMBER
3359
Direction
N
STREET_NAME
FINE
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
10524004
CURRENT_STATUS
In Review
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
3359 N FINE RD LINDEN 95236
Tags
EHD - Public
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S = Sufficient <br /> I=Insufficient <br /> S I 5.0 SOIL PROFILE INFORMATION SECTION �slte <br /> ❑ 5.1 Site map showing the location,with dimensions, of the soil profile pit on the parcel. , (,,h <br /> [ ❑ 5.2 Description of soil profile pit including depth and dimensions. m l����m Leh"" :-2% Of tl-�C <br /> ❑ 5.3 Description of soil lithology as noted from test pit <br /> /b�y appropriate profes ional using industry standard protocol. <br /> ❑ 5.4 Discussion of soil litholo y as related tofu urree'o site s ptic� s�es� 6� Ce <br /> ►rn��,t OUR Mlokaf] dyl . 10AYn t Ova Lba <br /> 6.0 PERCOLATION TEST INFORION SECTION <br /> ❑ 6.1 Site map showing t location,with concise and a urate dimensions of the percolation test holes on the parcel. <br /> p�rcoiat- ��t mad ` ,- 0 <br /> ❑ 6.2 The mi imum number of shall w and d ep percola Ion tests was erformed for each parcel. <br /> theaow p?kC�O��fibO� ��� Oh each �rcet <br /> ❑ 6.3 Description o the ate,time an prot co used to prepare the to ole, 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.) <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 /> r 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: Reviewed Date: 0 2344 <br /> EHD 26-03 Page 2 of 3 SOIL SUITABILITY STUDY CKLST <br /> 4/24/12 <br />
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