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SU0000443_SSNL
Environmental Health - Public
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SU0000443_SSNL
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Last modified
2/25/2021 8:56:42 AM
Creation date
12/10/2019 8:52:02 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0000443
PE
2622
FACILITY_NAME
MS-90-92
STREET_NUMBER
21706
STREET_NAME
KENNEFICK
ENTERED_DATE
9/19/2001 12:00:00 AM
SITE_LOCATION
21706 KENNEFICK
QC Status
Approved
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EHD - Public
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C . Parcel No. 017-050-07 <br /> Owner : Steve Kappos <br /> Location : 200 feet West of Teresi <br /> Age of House: Unknown , appears to have been built prior to <br /> World War II . <br /> Septic System: The existing system is fifteen years old and <br /> has not given any problems. <br /> D. Parcel No. 170-150-021 <br /> Owner : H. Huck , Jr . <br /> Location : 1000 feet South of Teresi <br /> Age of House: Built 1946 <br /> Septic System: Built in 1946 and never given a problem. <br /> This was the only owner to have know of dry wells at the end <br /> of his leach field . <br /> GROUND WATER <br /> The owners of the previously listed properties were also <br /> interviewed as to the ground water depth. That depth was <br /> reported to be 85 feet at 1000 feet South of Teresi , 80 to 90 <br /> feet A,_r-oss the street from Teresi , and 100 feet ± at 800 feet <br /> North of Teresi . <br /> The only accessible well was approximately 1000 feet North of <br /> Teres , and it sounded at 95 feet ( A.P.N. 017-050-04 ) . <br /> The above conflicts with a study by Flood Control and Water <br /> Conservation , Fall of 1985 ( See Exhibit 2) . It appears that the <br /> water table has fallen 15 to 20 feet in the last five years , but <br /> that the generally southerly gradient of the water table has <br /> remained the same at 15 to 20 feet per mile. <br /> SOILS AND PERCOLATION TESTS <br /> The soil is Hanford Sandy Loam and per "Soils of San Joaquin <br /> County" as published by the University of California it is the <br /> predominate soil for a radius of '� mile. When drilling the <br /> percolation test hole we found the soil to be homogeneous and <br /> encountered the typical plow pan layer from 1 to 3 feet deep. <br /> A 6 inch diameter by 3 foot deep test hole was dug on the site. <br /> Under the supervision of the San Joaquin County Health <br /> Department a percolation test was run and the rate of <br /> percolation was measured at 18 minutes/inch. See Exhibit 3. <br /> CONCLUSION <br /> Based upon the results of our percolation tests , interviews , and <br /> other data , it is my opinion that the subject property is <br /> suitable for septic systems and that the use of septic systems <br /> will not adversely affect the quality of - water . <br /> T--J— <br /> I <br /> - -I recommend that 8000 S. F . be reserved for leach areas . <br /> 2 <br />
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