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SU-2601275_SSNL
Environmental Health - Public
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2600 - Land Use Program
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SU-2601275_SSNL
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Entry Properties
Last modified
5/12/2026 7:50:23 AM
Creation date
5/12/2026 7:40:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU-2601275
PE
2602 - SOIL SUITABILITY AND NITRATE LOADING STUDY REVIEW
STREET_NUMBER
262
Direction
N
STREET_NAME
HEWITT
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09303047
CURRENT_STATUS
In Review
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
262 N HEWITT RD LINDEN 95236
Tags
EHD - Public
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S = Sufficient <br /> I=Insufficient <br /> S 1 5.0 SOIL PROFILE INFORMATION SECTION �� 9 <br /> C1 m C1rDIU�i���r�6n(U�h�� <br /> 5.1 Site map showing the location,with dimensions, of the soil profile pit on the parcel. SGr, �.��'^`�a'�1 <br /> LAO <br /> 0-�Itj Vvel roam <br /> ❑ 5.2 Description of soil profile pit including depth and dimensions. 1�`' 4 �y 221 I "(t"t ll <br /> In ❑ 5.3 Description of soil lithology as noted from test pit by appropriate professional using industry stalndN protocol. pa <br /> [� ❑ 5.4 Discussion of soil lithology as related to future onsite septic uses. Ma4-mi aT <br /> 6.0 PERCOLATION TEST INFORMATION SECTION <br /> \� 6.1 Site map showing the location,with con ise anaa��accurate dimensions of the percolation test holes on the parcel. <br /> p�(�Il1ldv) TJi ��CAO'Uvl tV b�v� <br /> ❑ 6.2 The minimum <br /> Qln �b�e o��hall tar <br /> aa�d���j percol�i{Don tests s perfo e feach parcel. <br /> ❑ 6.3 Descr1 n of the date,time and protocol uCsedV pr�epare(Jtlhe 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.) NO mm-�i OV) OF Tne ��� be�ro� MWW >f� OV� J(� � <br /> ❑ 6.5 The test conformed to SJC Policy EHD 02-02 (correct depth, diameter,2"gravel, 6"water refill, c r c readings 6 <br /> recorded). Qq(,�QQ vX4,#1 _7 LVa <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 /> �q Y0IkOIAI Inc GYI*CVl� fir �Sfi�dlard <br /> pal ❑ 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, Site 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'. �1 Q�����Y J�°f yl d / Reviewed Date'. 6196 <br /> 2-02(a <br /> 2X40 <br /> EHD 26-03 Page 2 of 3 SOIL SUITABILITY STUDY CKLST <br /> 4/24/12 <br />
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