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SR0085400_SSNL
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2600 - Land Use Program
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SR0085400_SSNL
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Last modified
6/13/2022 3:56:41 PM
Creation date
6/13/2022 3:11:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085400
PE
2602
STREET_NUMBER
5828
Direction
E
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
Zip
95206
APN
08715035
ENTERED_DATE
6/13/2022 12:00:00 AM
SITE_LOCATION
5828 E CHEROKEE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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S = Sufficient <br />I = Insufficient <br />S <br />1 <br />5.0 <br />SOIL PROFILE INFORMATION SECTION <br />-Fl- <br />❑ <br />5.1 <br />Site map showing the location, with dimensions, of the soil profile pit on the parcel. <br />❑ <br />52 <br />Description of soil profile ,pit including depth and dimensions. <br />❑ <br />5.3 <br />Description of soil lithology as noted from test pit by appropriate professional using industry standard protocol. <br />❑ <br />5.4 <br />Discussion of soil lithology as related to future onsite septic uses. <br />6.0 <br />PERCOLATION TEST INFORMATION SECTION <br />❑ <br />6.1 <br />Site map showing the location, with concise and accurate dimensions of the percolation test holes on the parcel. <br />❑ <br />6.2 <br />The minimum number of shallow and deep percolation tests was performed for each parcel. <br />❑ <br />6.3 <br />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 />a <br />❑ <br />6.4 <br />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 />❑ <br />6.5 <br />The test conformed to SJC Policy EHD 02-02 (correct depth, diameter, 2" gravel, 6" water refill, correct readings <br />recorded). <br />❑ <br />6.6 <br />Complete Percolation Test Form (including readings) was provided with REHS verification signature. The rate <br />was correctly calculated using the last reading. <br />❑ <br />6.7 <br />Discussion of any potential problems predicted and/or the need for an engineered or alternative septic system. <br />0�' <br />❑ <br />6.8 <br />Discussion of percolation rates in relation to the type, size and location of future leach fields needed at the site. <br />7.0 <br />CONCLUSION SECTION <br />❑ <br />❑ <br />7.1 <br />The report was signed and stamped by the appropriately registered individual <br />r <br />Reviewed <br />By: <br />Reviewed Date. <br />EHD 26-03 <br />Page 2 of 3 SOIL SUITABILITY STUDY CKLST <br />4124/12 <br />
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