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SU0010583 SSNL
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SU0010583 SSNL
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Last modified
5/7/2020 11:34:38 AM
Creation date
9/6/2019 10:22:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0010583
PE
2622
FACILITY_NAME
PA-1500145
STREET_NUMBER
12151
Direction
S
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
MANTECA
Zip
95336-
APN
20114002
ENTERED_DATE
8/10/2015 12:00:00 AM
SITE_LOCATION
12151 S JACK TONE RD
RECEIVED_DATE
8/10/2015 12:00:00 AM
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\J\JACK TONE\12151\PA-1500145\SU0010583\SS STDY.PDF
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EHD - Public
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Soil Borings <br /> On August 25, 2015, Live Oak excavated a shallow soil boring on each proposed new <br /> parcel on the Site for the purpose of conducting percolation tests. The borings were <br /> four inches in diameter, 3.35, 3.40, or 3.45 feet deep, and were excavated by hand <br /> auger (Table 2). The locations of the borings are indicated on Plate 10. <br /> The soil in the borings was similar to that described by the Soil Survey. Clay was <br /> encountered to a depth of 2.5 feet, followed by clayey sand to the full depth of each <br /> hole. The soil log is presented on Plate 11. <br /> Discussion of Soil Lithology <br /> Based on the soil observed in the borings, there appears to be moderate potential for <br /> percolation in the shallow soil zone at each test location. Sandy soils generally have a <br /> much greater potential for percolation than fine-grained or cemented soils. However, a <br /> percolation test is the only accepted method for determining the suitability of the soils <br /> for a septic disposal area. Percolation test results are discussed in the following <br /> section. <br /> Percolation Test <br /> A shallow percolation test was conducted on each proposed new parcel of the Site. <br /> The soil borings discussed above were used for the percolation test holes (Plate 10). <br /> Percolation test procedures conformed to San Joaquin County Environmental Health <br /> Department policy. <br /> Preparation and Presaturation of Percolation Test Holes <br /> After the borings were advanced by hand auger and the soils logged, the test holes <br /> were completed for the percolation tests. Approximately one inch of pea gravel was <br /> placed in the bottom of each open soil boring, followed by a 1.5-inch diameter PVC pipe <br /> with perforations on the bottom. Pea gravel was then used to backfill a few inches of <br /> the annular space. <br /> Live Oak presaturated the percolation test holes approximately 24 hours prior to the <br /> percolation testing. Each hole was filled with water to a height of 12 inches above the <br /> bottom of the boring for the presaturation. On the day of testing, all four holes were <br /> found to be intact and dry. <br /> Percolation Test Procedure <br /> Live Oak conducted the percolation tests for the borings on August 26, 2015. Due to <br /> soil conditions observed, four-hour tests were selected. Water level measurements <br /> were taken every 30 minutes during this four-hour period. The last half hour of each <br /> test was observed by Ted Tasiopoulos, Senior Registered Environmental Health <br /> �— Specialist at the San Joaquin County Environmental Health Department. <br /> LOGE 1513 Page 6 <br />
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