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SR0082251 SSNL
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SR0082251 SSNL
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Entry Properties
Last modified
12/16/2020 10:29:29 AM
Creation date
7/29/2020 2:14:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0082251
PE
2602
FACILITY_NAME
14953 E TOKAY COLONY RD
STREET_NUMBER
14953
Direction
E
STREET_NAME
TOKAY COLONY
STREET_TYPE
RD
City
LODI
Zip
95240
APN
06508002
ENTERED_DATE
6/25/2020 12:00:00 AM
SITE_LOCATION
14953 E TOKAY COLONY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Z ❑ 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 /> S = Sufficient <br /> 1 = 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 /> • Per Jeff Wong a perc test is needed for each new parcel in a minor subdivision that will use an OWTS. <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 /> ® ❑ 7.1 The report was signed and stamped by the appropriately registered individual <br /> Reviewed By: \E ;' �src��O��Lb�(�t-� � p Reviewed Date: -7/Ito/Zo <br /> EHD 26-02-003 Page 2 of 3 Soil Suitability Checklist <br /> 7/14/2003 <br />
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