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SU0010340 SSNL
EnvironmentalHealth
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PA-1400234
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SU0010340 SSNL
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Last modified
5/7/2020 11:34:31 AM
Creation date
9/4/2019 5:55:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0010340
PE
2639
FACILITY_NAME
PA-1400234
STREET_NUMBER
5020
Direction
E
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95212-
APN
08607010
ENTERED_DATE
12/29/2014 12:00:00 AM
SITE_LOCATION
5020 E EIGHT MILE RD
RECEIVED_DATE
12/26/2014 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\E\EIGHT MILE\5020\PA-1400234\SU0010340\NL STDY.PDF
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EHD - Public
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Table 2. Percolation Test Summary <br /> Test No., Percolation Percolation Test Duration Comments <br /> Date Tested Test Rate (see notes) <br /> Depth (ft.) (minutes/inch) <br /> P1-S (North) Satisfactory <br /> 7/21/2015 3.25 22.7 4 hr. perc. rate <br /> Shallow Test <br /> P1-D (North) Satisfactory <br /> 7/21/2015 7.25 <3.6 4 hr. perc. rate <br /> Deep Test <br /> P2-S (South) <br /> 7/21/2015 3.30 83.3 4 hr. Failed" <br /> Shallow Test <br /> P2-D (South) Satisfactory <br /> 7/21/2015 7.50 <4.0 4 hr. perc. rate <br /> Deep Test <br /> Note: A satisfactory percolation rate for a "shallow" test is less than or equal to 60 minutes per inch. A satisfactory <br /> percolation rate for a"deep"test is less than or equal to 30 minutes per inch. <br /> 'Only one test(shallow or deep) per location is required to pass for the location to be considered acceptable. <br /> Discussion of Percolation Test Results <br /> The soils within the sewage disposal areas of the Site have demonstrated satisfactory <br /> percolation rates for the use of standard septic systems in accordance with the <br /> requirements of the San Joaquin County Environmental Health Department. <br /> Discussion of Septic System Sizing <br /> Septic system construction utilizing leach lines and pits should follow the San Joaquin <br /> County On-Site Wastewater Disposal Standards (2003) where applicable. <br /> �" LOGE 1515 Page 7 <br />
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