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SR0082520_SSNL
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2600 - Land Use Program
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SR0082520_SSNL
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Entry Properties
Last modified
3/10/2021 3:57:11 PM
Creation date
11/6/2020 3:47:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0082520
PE
2602
STREET_NUMBER
5388
Direction
E
STREET_NAME
FIG
STREET_TYPE
AVE
City
MANTECA
Zip
95337
APN
22605002
ENTERED_DATE
8/27/2020 12:00:00 AM
SITE_LOCATION
5388 E FIG AVE
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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S = <br />Sufficient <br />I = Insufficient <br />S <br />I <br />5.0 <br />SOIL PROFILE INFORMATION SECTION <br />0 <br />❑ <br />5.1 <br />Site map showing the location, with dimensions, of the soil profile pit on the parcel. <br />[-] <br />❑ <br />5.2 <br />Description of soil profile pit including depth and dimensions. <br />Q <br />❑ <br />5.3 <br />Description of soil lithology as noted from test pit by appropriate professional using industry standard protocol. <br />Ej <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 />Q <br />❑ <br />6.1 <br />Site map showing the location, with concise and accurate dimensions of the percolation test holes on the parcel. <br />0 <br />❑ <br />6.2 <br />The minimum number of shallow and deep percolation tests was performed for each parcel. <br />F <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 />❑ <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 />0 <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 />❑ <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 />❑ <br />6.7 <br />Discussion of any potential problems predicted and/or the need for an engineered or alternative septic system. <br />❑ <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 CONCLUSION SECTION <br />❑ ❑ 7.1 The report was signed and stamped by the appropriately registered individual <br />Reviewed By: ,I 44r eip Reviewed Date: 9'u —26U <br />EHD 26-03 Page 2 of 3 SOIL SUITABILITY STUDY CKLST <br />4/24/12 <br />
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