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SU0009435 SSNL
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SU0009435 SSNL
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Last modified
5/7/2020 11:34:02 AM
Creation date
9/4/2019 10:16:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0009435
PE
2622
FACILITY_NAME
PA-1200235
STREET_NUMBER
26310
Direction
S
STREET_NAME
BANTA
STREET_TYPE
RD
City
TRACY
APN
25215010
ENTERED_DATE
12/7/2012 12:00:00 AM
SITE_LOCATION
26310 S BANTA RD
RECEIVED_DATE
12/6/2012 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\B\BANTA\26310\PA-1200235\SU0009435\SS STDY.PDF
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EHD - Public
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rate for a shallow test is less than or equal to 60 minutes per inch (min/in) drop. A deep <br /> percolation test hole has a depth greater than 3.5 up to 25 feet; a satisfactory <br /> percolation rate for a deep test is 30 min/in or less. For the Site to utilize a standard <br /> septic system, one percolation test (either a shallow or deep test) must demonstrate a <br /> satisfactory percolation rate within the proposed septic system disposal field. <br /> Only shallow tests were performed for the Site. Details and results of the percolation <br /> 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 (Parcel 1), <br /> 4/10/13 3.15 <4.5 4 hrs. / Satisfactory <br /> Shallow Test perc. rate <br /> P2/(Parcel 2), <br /> cto <br /> /' 4/10/13 3.25 ( <4.7 r 4 hrs. Spercfarat <br /> S Ilow Test <br /> PY(Parcel 3), Satisfactory <br /> 4/10/13 3.35 7.4 4 his. perc. rate <br /> Shallow Test <br /> �- P4 (Designated <br /> Remainder), Satis�rat <br /> 3/29/13 3.30 <4. 4 hrs. perc <br /> Shallow 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 /> 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 in accordance with the requirements of the <br /> San Joaquin County Environmental Health Department. <br /> Discussion of Septic System Sizing j <br /> Septic system construction utilizing leach lines, leach lines and sumps, or a filter bed <br /> should follow the San Joaquin County On-Site Wastewater Disposal Standards (2003) <br /> where applicable. <br /> "' LOGE 1223 Page 6 <br />
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