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SU0011803 SSNL
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SU0011803 SSNL
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Last modified
5/7/2020 11:35:27 AM
Creation date
9/4/2019 11:14:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0011803
PE
2622
FACILITY_NAME
PA-1800125
STREET_NUMBER
27945
Direction
S
STREET_NAME
CHRISMAN
STREET_TYPE
RD
City
TRACY
Zip
95304-
APN
24808004
ENTERED_DATE
5/21/2018 12:00:00 AM
SITE_LOCATION
27945 S CHRISMAN RD
RECEIVED_DATE
5/18/2018 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\C\CHRISMAN\27945\PA-1800125\SU0011803\SS STUDY.PDF
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EHD - Public
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• rate for a shallow test is greater than 1 minute per inch (min/in) but less than or equal to <br /> 60 min/in drop. A deep percolation test hole has a depth between 42 inches and 25 <br /> feet; a satisfactory percolation rate for a deep test is greater than 1 min/in but less than <br /> or equal to 30 min/in drop. For the Site to utilize a standard septic system, one <br /> percolation test per parcel must demonstrate a satisfactory percolation rate. <br /> Details and results of the percolation tests 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 /> P1-S-#1 <br /> 7-18-18 3.05 <0.67 1 hr. Failed, rate too <br /> Shallow Test rapid* <br /> P1-S-#2 Satisfactory <br /> 7-27-18 3.35 1.2 1 hr. perc. rate <br /> Shallow Test <br /> P1-D Satisfactory <br /> 7-27-18 9.65 2.4 1 hr. perc. rate <br /> Deep Test <br /> • P2-S Failed, rate too <br /> 7-18-18 3.25 0.89 1 hr. rapid* <br /> Shallow Test <br /> P2-D <br /> 7-27-18 13.68 1.3 1 hr. Satisfactory <br /> Deep Test perc. rate <br /> Note: A satisfactory percolation rate for a "shallow'test is greater than 1 min/in but less than or equal to 60 min/in. A <br /> satisfactory percolation rate for a deep test is greater than 1 min/in but less than or equal to 30 min/in. <br /> Only one test(shallow or deep) is required to pass per parcel for that parcel to utilize a standard septic system. <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 seepage pits in <br /> accordance with the requirements of the San Joaquin County Environmental Health <br /> Department. <br /> Discussion of Septic System Sizing <br /> Future septic system construction should follow the San Joaquin County On-Site <br /> Wastewater Treatment Systems Standards (2017) where applicable. <br /> • <br /> LOGE 1825 Page 6 <br />
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