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SU0006146_SSNL
EnvironmentalHealth
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SU0006146_SSNL
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Last modified
11/20/2024 8:59:18 AM
Creation date
9/9/2019 10:31:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006146
PE
2622
FACILITY_NAME
PA-0600385
STREET_NUMBER
34501
Direction
S
STREET_NAME
STATE ROUTE 33
City
TRACY
APN
25517003
ENTERED_DATE
7/25/2006 12:00:00 AM
SITE_LOCATION
34501 S HWY 33
RECEIVED_DATE
7/24/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\T\HWY 33\34501\PA-0600385\SU0006146\SS STDY.PDF
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EHD - Public
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Thomsen Farms Vernalis RanccSSS Addendum 1..0e Page 2 of 3 <br /> Our Project Number: E07219A <br /> December 26, 2007 <br /> bottom of the open soil boring, then the PVC pipe was installed on top of the gravel. "Pea <br /> gravel"was then used to backfill in the annular space. <br /> Presaturation of the percolation test holes occurred on December 20, 2007. The depth of water <br /> used to pre-soak was 12 inches above the bottom of the boring. <br /> Condition of Borings After Presaturation <br /> After the 24-hour soak period, the presaturated hole was found to be intact and dry on <br /> December 21, 2007. <br /> Percolation Test Procedure <br /> A percolation test was conducted for the boring on December 21, 2007 in accordance with the <br /> requirements of the EHD. A percolation tests with a duration of four hours was performed for <br /> the hole. The last half an hour of the test was observed by Ted Tasiopoulos, Registered <br /> Environmental Health Specialist, EHD. <br /> Measurement of the water level during the percolation test was from a fixed reference point on <br /> the PVC casing using an electric well sounder with a depth accuracy of 1/100th foot. All <br /> tabulated values on the field data sheet (appendix) are in decimal feet. After water drop was <br /> observed, the holes were checked for refill. The refill level was approximately 0.5 ft (6 inches) <br /> of water above the bottom level of the percolation test hole. The readings were taken every 30 <br /> minutes for a period of four hours. <br /> Percolation Test Forms and Results <br /> The completed percolation test form is attached to this letter. <br /> A shallow percolation test is defined by the EHD as being between 36 and 42 inches in depth; a <br /> satisfactory percolation rate for a shallow test is less than or equal to 60 minutes per inch drop. <br /> One percolation test must demonstrate a satisfactory percolation rate within the proposed <br /> septic system disposal field of each parcel to utilize a standard septic system. Details of the <br /> percolation test are summarized in the table below. <br /> Table 1. <br /> Sum ary of Percolation Tests <br /> Test No., Percolation Test Percolation RateTest Duration Comments <br /> Date Tested Depth (ft.) (minutes/inch) (see notes) <br /> P-9(shallow) 3.5 5.3 4-hr Satisfactory perc rate <br /> 12-21-07 i� <br /> Note: A satisfactory percolation rate for a"shallow"test is less than or equal to 60 minutes per inch. <br /> ,..44 <br /> 902 Industrial Way•Lodi,CA 95240•209.367.3701 •Fax 209.369.4228 02007 Neil O.Anderson&Associates,Inc. <br />
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