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SU-2500946_SSNL
Environmental Health - Public
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2600 - Land Use Program
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SU-2500946_SSNL
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Entry Properties
Last modified
12/16/2025 9:11:04 AM
Creation date
12/16/2025 8:55:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU-2500946
PE
2602 - SOIL SUITABILITY AND NITRATE LOADING STUDY REVIEW
STREET_NUMBER
9128
Direction
S
STREET_NAME
PRIEST
STREET_TYPE
RD
City
FRENCH CAMP
Zip
95231
APN
19322078
CURRENT_STATUS
In Review
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
9128 S PRIEST RD FRENCH CAMP 95231
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. mvAt S41k1ot J �ar11 <br /> ❑ 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 /> ] ❑ 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.) proced U rG 4 3 <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 /> OVWi�-ea 2,066 gwilon S��ric,-tnlir�� <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 /> N o lv�D� <br /> ❑ 7.1 The report was signed and stamped by the appropriately registered individual <br /> Reviewed By: Sol-cfihA -T 1AIT)I'YIOIVOW Reviewed Date: <br /> EHD 26-03 Page 2 of 3 SOIL SUITABILITY STUDY CKLST <br /> 4/24/12 <br />
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