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SU0007926 SSNL
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SU0007926 SSNL
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Last modified
5/7/2020 11:33:17 AM
Creation date
9/9/2019 11:13:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007926
PE
2622
FACILITY_NAME
PA-0900222
STREET_NUMBER
3104
Direction
E
STREET_NAME
WOODSON
STREET_TYPE
RD
City
ACAMPO
APN
00538025
ENTERED_DATE
9/28/2009 12:00:00 AM
SITE_LOCATION
3104 E WOODSON RD
RECEIVED_DATE
9/28/2009 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\W\WOODSON\3104\PA-0900222\SU0007926\SS STDY.PDF
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EHD - Public
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2748 1984 X 15 <br /> 3104 1964 X 5 <br /> 3104 1969 X 40 <br /> 3160 1981 X Destruction in 2003 <br /> 3658 1972 X 11 <br /> 3658 1983 X 26 <br /> 3036 2003 X 6 <br /> The length of satisfactory service ranges from 5 years to 40 years. An approximate average is 16 <br /> years. The data indicates a service life on the low side. However in this area of clay soils and <br /> unknown maintenance by the home owners it is considered acceptable to install standard septic <br /> systems properly sized according to EHD, SJC current standards. <br /> GROUNDWATER INFORMATION SECTION <br /> The water test by Far West Labs show Nitrate as 7.2 mg/L and DBCP as<0.01 ug/L. The sampleā <br /> meets current California drinking water standards. No third party is involved in the testing <br /> process. The Log is furnished by the Lab and included with the report.No representative of <br /> Earnest F. Smith was present for the sampling. <br /> The map"Lines of equal depth to Water, "1999" shows approximately 65'to static water. <br /> SOIL PROFILE INFORMATION SECTION <br /> No pit was dug. The approximate location of the test hole is shown on the map. <br /> The soil is silt-clay, interspersed with thin layers of sand. <br /> PERCOLATION TEST INFORMATION <br /> The field form dated Oct. 20, 2009 contains the test data and is included in this report. The test <br /> holes (8" in Dia.)were sleeved with PVC pipe. Two inches of small gravel were placed in the <br /> bottom of the holes. Additional gravel was placed around the PVC pipe as shown on the included <br /> schematic detail. The shallow holes were 42" deep. The 24 hour pre-soak period began on <br /> Oct.19, at 1000 hours. The 4 hour test portion began at 1000 hours on Oct.20. The tests <br /> conformed to SJC Policy EHD 02-02. <br /> Summary of tests: The shallow holes failed. The deep hole (8.45'RP)passed. Mr. Mike Escotto, <br /> R.E.H.S., EHD of SJC was present for the critical readings. Pits are required in addition to leach <br /> ;tines. <br /> 2. <br />
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