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SR0081894 SSNL
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SR0081894 SSNL
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Entry Properties
Last modified
4/15/2020 5:03:25 AM
Creation date
4/14/2020 3:05:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0081894
PE
2602
STREET_NUMBER
6565
Direction
W
STREET_NAME
HOWARD
STREET_TYPE
RD
City
STOCKTON
Zip
95206
APN
18922003
ENTERED_DATE
3/16/2020 12:00:00 AM
SITE_LOCATION
6565 W HOWARD RD
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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TSok
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EHD - Public
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® ❑ 4.6 Complete Chain of Custody document, including printed and signed name of third party sampler, condition of <br /> sample and date and time the sample was submitted to the lab. For Laboratory samplers, complete laboratory <br /> report to include the above noted information. <br /> -No samples taken <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 /> USDA Soil Survey <br /> ® ❑ 5.4 Discussion of soil lithology as related to future onsite septic uses. <br /> -Soil has limited potential for the use of a septic system,clay soils, silty clay soils, poor percolation <br /> S = Sufficient <br /> I = Insufficient <br /> S I 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 /> Intact and dry percolation test boring <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 /> ® ❑ Because of perc rate between 5 and 30 min/inch, 8 foot vertical spacing between bottom of disposal field and <br /> ground water(4-10 feet below grade) <br /> ® ❑ 6.8 Discussion of percolation rates in relation to the type, size and location of future leach fields needed at the site. <br /> Report says no Development is anticipated <br /> 7.0 CONCLUSION SECTION <br /> ® ❑ 7.1 The report was signed and stamped by the appropriately registered individual <br /> Reviewed By: Aaron Gooderham ` Reviewed Date: 04/07/2020 <br /> EHD 26-02-003 Page 2 of 3 Soil Suitability Checklist <br />
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