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SU0001010 SSNL
EnvironmentalHealth
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ESCALON BELLOTA
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15732
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2600 - Land Use Program
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MS-92-152
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SU0001010 SSNL
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Last modified
11/5/2019 4:45:03 PM
Creation date
9/4/2019 6:08:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0001010
PE
2622
FACILITY_NAME
MS-92-152
STREET_NUMBER
15732
Direction
S
STREET_NAME
ESCALON BELLOTA
STREET_TYPE
RD
City
ESCALON
ENTERED_DATE
10/10/2001 12:00:00 AM
SITE_LOCATION
15732 S ESCALON BELLOTA RD
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\E\ESCALON BELLOTA\15732\MS-92-152\SU0001010\SS STDY.PDF
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EHD - Public
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Our percolation tests were performed in accordance with San Joaquin County Department of <br /> Environmental Health regulations. The Field Test Data Sheets with the percolation test results <br /> can be found in the Appendix. The percolation test results indicate failing (non-existent) perc <br /> rates for the shallow 42 inch borings and perc rates of approximately 11 min/in for the two <br /> deep borings. At the start of the deep tests, the six inches of water seeped away within 30 <br /> min. However, as can be noted, the rates quickly became slower as both the soil micropores <br /> and macropores became saturated. A discussion of these rates and recommendations will <br /> follow in the Conclusions section of this report. <br /> [5] LOCAL GROUNDWATER AND SURFACE WATER INFORMATION <br /> The groundwater, or the zone of saturation is located approximately 90 ft below grade <br /> according to maps published by the Flood Control District. There was no evidence of a <br /> perched water table condition during our exploratory boring procedures. Although the Lone <br /> Tree Creek is in the proximity of possible septic system influence, it is doubtful that surface <br /> water degradation could arise from septic systems on the subject property. If the subject site <br /> is developed in the future with high density housing with septic systems, then a further study <br /> for potential impact should be performed. <br /> A water sample was drawn from the on-site domestic well that services both residences for <br /> analyses of nitrates, EDB and DBCP. The nitrate concentration is 10 mg/1 (ppm) which is <br /> relatively low. Both EDB and DBCP which are non-use soil fumigants are non-detect (ND). <br /> - The defunct on-site well that was to be abandoned has been closed-in per County procedures <br /> and regulations. It is our understanding that Hector Castro, R.S. observed this procedure. <br /> [6] CONCLUSIONS <br /> The percolation rates for the subject property illustrate that sumps or preferably seepage pits <br /> - will have to be utilized for any future septic systems on the subject property. Each system <br /> r� <br /> �"ality Control Inspection <br /> �Oe <br />
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