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SU0010991_SSNL
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PA-1600171
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SU0010991_SSNL
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Last modified
11/19/2024 4:00:00 PM
Creation date
9/8/2019 12:33:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0010991
PE
2622
FACILITY_NAME
PA-1600171
STREET_NUMBER
18447
Direction
E
STREET_NAME
STATE ROUTE 120
City
RIPON
Zip
95366-
APN
20507039
ENTERED_DATE
7/26/2016 12:00:00 AM
SITE_LOCATION
18447 E HWY 120
RECEIVED_DATE
7/25/2016 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\O\HWY 120\18447\PA-1600171\SU0010991\SS STDY.PDF
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EHD - Public
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• Percolation Test Results <br /> The completed percolation test form is included in Appendix 3 of this report. The form <br /> was signed by Mr. Girardi and indicates the percolation rate for each hole based on the <br /> final water drop observed. <br /> Per San Joaquin County Environmental Health Department's definition, a shallow <br /> percolation test hole has a depth between 36 and 42 inches; a satisfactory percolation <br /> rate for a shallow test is less than or equal to 60 minutes per inch (min/in) drop. For the <br /> Site to utilize a standard septic system, one percolation test must demonstrate a <br /> satisfactory percolation rate within the proposed septic system disposal field. <br /> Details and results of the percolation test are summarized in the following table. <br /> 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 /> Pi Satisfactory <br /> 7/20/16 3.30 <2.4 4 hr. perc. rate <br /> Shallow Test <br /> • P2 Satisfactory <br /> 7/20/16 3.35 <4.3 4 hr. perc. rate <br /> Shallow Test <br /> Note: A satisfactory percolation rate for a"shallow"test is less than or equal to 60 minutes per inch. <br /> Discussion of Percolation Test Results <br /> The soils within the percolation test areas have demonstrated satisfactory percolation <br /> rates for the use of standard septic systems utilizing leach lines and sumps in <br /> accordance with the requirements of the San Joaquin County Environmental Health <br /> Department. <br /> Discussion of Septic System Sizing <br /> No construction is planned for the Site. Any future septic system construction should <br /> follow the San Joaquin County On-Site Wastewater Disposal Standards (2003) where <br /> applicable. <br /> • <br /> LOGE 1613 Page 7 <br />
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