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SU0011793_SSNL
EnvironmentalHealth
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2600 - Land Use Program
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PA-1800112
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SU0011793_SSNL
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Entry Properties
Last modified
11/19/2024 4:00:00 PM
Creation date
9/8/2019 12:32:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0011793
PE
2691
FACILITY_NAME
PA-1800112
STREET_NUMBER
11150
Direction
E
STREET_NAME
STATE ROUTE 120
City
MANTECA
Zip
95336-
APN
22803028
ENTERED_DATE
5/10/2018 12:00:00 AM
SITE_LOCATION
11150 E HWY 120
RECEIVED_DATE
5/8/2018 12:00:00 AM
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\O\HWY 120\11150\PA-1800112\SU0011793\SS_NL 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 /> ►1 <br /> ❑ 5.2 Description of soil profile pit including depth and dimensions. <br /> ❑ 5.3 Description of soil lithology as noted fromtest pit by appropriate professional using industry standard protocol. <br /> 03— <br /> P �l <br /> ❑ 5.4 Discussion of soil lithology as related to aure onsite septic uses. ro /;2 <br /> 6.0 PERCOLATION TEST INFORMATION SECTION <br /> ❑ 6.1 Site map showing the location,with conci e and accurate dimensions of the percolation test holes on the parcel. <br /> A PP�r x 'F <br /> ❑ 6.2 The minimum number of shallow and deep percolation tests was performed for each parcel. <br /> XL ❑ 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 /> 54 ❑ 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 /> V ❑ 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: �fh� tvt,- AW�lj Reviewed Date: <br /> EHD 26-03 Page 2 of 3 SOIL SUITABILITY STUDY CKLST <br /> 4/24/12 <br />
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