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SU0011040 SSNL
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SU0011040 SSNL
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Last modified
5/7/2020 11:34:55 AM
Creation date
9/4/2019 10:30:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0011040
PE
2622
FACILITY_NAME
PA-1600196
STREET_NUMBER
22009
Direction
N
STREET_NAME
BLOSSOM
STREET_TYPE
RD
City
THORNTON
Zip
95686-
APN
01103021
ENTERED_DATE
9/6/2016 12:00:00 AM
SITE_LOCATION
22009 N BLOSSOM RD
RECEIVED_DATE
9/2/2016 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\B\BLOSSOM\22009\PA-1600196\SU0011040\SS STUDY .PDF
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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. <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 /> J� ❑ 6.1 Site map showing the location,with concise and accurate dimensions of the percolation test holes on the parcel. <br /> �J ❑ 6.2 The minimum number of shallow and deep percolation tests was performed for each parcel. <br /> 4�/1 ❑ 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.) <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 /> JReviewed By: Reviewed Date: <br /> EHD 26-03 Page 2 of 3 SOIL SUITABILITY STUDY CKLST <br /> 4/24/12 <br />
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