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SU0003894 SSNL
Environmental Health - Public
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SU0003894 SSNL
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Last modified
5/7/2020 11:30:16 AM
Creation date
9/4/2019 6:35:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0003894
PE
2622
FACILITY_NAME
PA-0300493
STREET_NUMBER
7953
Direction
E
STREET_NAME
FOPPIANO
STREET_TYPE
LN
City
STOCKTON
APN
08647015
ENTERED_DATE
5/11/2004 12:00:00 AM
SITE_LOCATION
7953 E FOPPIANO LN
RECEIVED_DATE
9/24/2003 12:00:00 AM
P_LOCATION
99
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\F\FOPPIANO\7953\PA-0300493\SU0003894\NL STDY.PDF
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EHD - Public
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i <br /> 6. <br /> Mr. Steven Malcoun <br /> L December 9,2003 <br /> Page 4 <br /> Table 1. <br /> L Septic System Permit Summary. <br /> Address,Date Tank Capacity Lines,Length,Pits Comments <br /> 117808 Foppiano Lane, 1200 gallons Two 85-ft leach lines and New Installation <br /> 3/26/2 two 36-in dia seepage pits. <br /> 7605 Foppiano Lane, 1200 gallons Two 85-ft leach lines and New Installation <br /> 8/12/94 two 36-in x 25-ft dia. <br /> seepage pits. <br /> 8500 Foppiano Lane, 1200 gallons One 100-ft leach line and one New Installation <br /> 6/26/73 36-in dia.x 25-ft seepage pit. <br /> r <br /> 3.6 Expected On-Site Maximum Septic Tank Usage <br /> Septic tank use will be from an onsite residence which is estimated to be four bedrooms in size <br /> and a potential legal second dwelling unit of two bedrooms. The daily average flow rates <br /> L presented will be used for the nitrate loading portion of this report. The estimated sewage flow <br /> are available from a number of references. The uses presented below were guided by the San <br /> Joaquin Sewage Standards(1996) and Crites and Tchobanoglous (1998). <br /> The rates presented from the references provide general guidance but often do not reflect a match <br /> in usage. Careful examination,professional judgement, and experience are necessary to select a <br /> ` reasonable flow rate estimate. The flow rates selected for the uses associated with this facility <br /> are presented in the following table. <br /> L <br /> 6. <br /> L <br /> r_ <br /> al <br /> D <br /> V <br />
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