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SR0084526_SSNL
EnvironmentalHealth
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MICKE GROVE
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2600 - Land Use Program
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SR0084526_SSNL
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Entry Properties
Last modified
5/9/2022 3:10:11 PM
Creation date
12/21/2021 1:04:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0084526
PE
2602
FACILITY_NAME
11250 N MICKE GROVE RD
STREET_NUMBER
11250
Direction
N
STREET_NAME
MICKE GROVE
STREET_TYPE
RD
City
LODI
Zip
95240
APN
05914057
ENTERED_DATE
11/23/2021 12:00:00 AM
SITE_LOCATION
11250 N MICKE GROVE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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S = Sufficient <br />= Insufficient <br />S <br />❑ <br />El <br />c❑ ❑ <br />FE -I ❑ <br />❑ ❑ <br />Q ❑ <br />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 />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.) <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 />4 ] ❑ 7.1 The report was signed and stamped by the appropriately registered individual <br />Reviewed By: <br />'!5E 'ik,r <br />- <br />Reviewed Date: t Z t tot' 1 <br />EHD 26-03 Page 2 of 3 SOIL SUITABILITY STUDY CKLST <br />4/24/12 <br />
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