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SR0080036
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SR0080036
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Last modified
11/8/2019 3:07:19 PM
Creation date
11/8/2019 1:51:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SR0080036
PE
2602
STREET_NUMBER
5310
Direction
E
STREET_NAME
LAS POSITAS
STREET_TYPE
CIR
City
STOCKTON
Zip
95212
APN
08663007
ENTERED_DATE
1/2/2019 12:00:00 AM
SITE_LOCATION
5310 E LAS POSITAS CIR
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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Table 2. Percolation Test Summary <br /> Test No., Percolation Test Percolation Rate Test Duration Comments <br /> Date Tested Depth (ft.) (minutes/inch) (see notes) <br /> P1, Satisfactory perc. <br /> 12/11/2018 3.41 2.9 1 hr. <br /> Shallow Test rate <br /> Note: A satisfactory percolation rate for a "shallow"test is less than or equal to 60 minutes per inch. <br /> 1 Requires 20' separation between bottom of dispersal system and ground water, or mitigation by system <br /> design or enhancement. <br /> Discussion of Percolation Test Results <br /> The soils within the proposed sewage disposal area of the Site have demonstrated a <br /> satisfactory percolation rate for the use of a standard septic system in accordance with <br /> the requirements of the San Joaquin County Environmental Health Department. <br /> Because of the rapid percolation rates encountered, the San Joaquin County <br /> Environmental Health Department will require a 20-foot separation from the bottom of <br /> the dispersal system to ground water (see Table 2). Ground water is anticipated to be <br /> encountered from 88 to 95 feet below ground surface at the Site; consequently, no <br /> modifications to standard septic systems should be required. <br /> Discussion of Septic System Sizing <br /> Septic system construction utilizing leach lines and seepage pits should follow the San <br /> Joaquin County On-Site Wastewater Treatment Systems Standards (2017) where <br /> applicable. <br /> LOGE 1847 Page 6 <br />
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