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SU0012781 SSNL
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SU0012781 SSNL
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Entry Properties
Last modified
1/3/2020 4:35:52 PM
Creation date
9/4/2019 9:56:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0012781
PE
2639
FACILITY_NAME
DC-92-2
STREET_NUMBER
3515
Direction
S
STREET_NAME
ASH
STREET_TYPE
ST
City
STOCKTON
APN
17721025
ENTERED_DATE
1/3/2020 12:00:00 AM
SITE_LOCATION
3515 S ASH ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\A\ASH\3515\DC-92-2\SS STDY.PDF
Tags
EHD - Public
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i <br /> Soil Suitability Study DC--92-2 , 1 Parcel (Cluster Dwelling) <br /> i <br /> TEST RESULTS : <br /> Parcel No. Test Hole Percolation Rate <br /> NO. (Minutes Per Inch <br /> f P1 120* <br /> Failed to meet the 3-foot test hole depth percolation rate of 60 <br /> Minutes Per Inch standard. <br /> E <br />! RECOMMENDATIONS : <br /> Four (4) , forty feet long leach lines with thirty-six (36 ) <br /> inch diameter pits , twenty-five (25) feet deep, in an 1.8 , 000 square <br /> feet minimum usable disposal area plus a 2 , 000 gallon septic tank <br /> is recommended for the additional two bedroom home to be added on <br /> k the approximate 1 . 5 acre parcel . <br /> This recommendation is made based on the nearly acceptable <br /> percolation rate determination, the performance of the existing <br /> systems installed on the subject property, and the historical <br /> experience of the availability of a drainage layer existing from <br /> sixteen ( 16) to eighteen (18) feet below the ground surface found <br /> in installing other systems in the general area. <br /> The percolation readings shown on the attached "Percolation <br /> Data Sheet" are very close to the acceptable limit of 1/2 inch drop <br /> in water level over a thirty minute period. All of the readings <br /> zvere within the acceptable limit except for the very last 1/2 hour <br /> of the four hour test period. Permits for the sewage system <br /> facilities on the subject property show them to have been installed <br /> in 1952 and 1955 , with no documented repairs since their initial <br /> installation. Also the present property owners claim no repairs <br /> have been made on the existing systems . The existing system, from <br /> all information available, has functioned satisfactorily for a <br /> 4. minimum of thirty (30) years . Also good drainage soil layers have <br /> been found at about sixteen ( 16) to eighteen ( 18) feet below the <br /> ground surface in excavating for sewage facilities in the general <br /> area of the subject property. <br /> For the above mentioned three reasons , I am recommending the <br /> combination of four leach lines with pits at their ends in an <br /> 18 , 000 square feet disposal area plus a 2 , 000 gallon septic tank, <br /> subject to verification and approval of the San Joaquin County <br /> Public Health Service, Environmental Health Service . <br /> Troy and Joann Baker 4 <br />
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