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COMPLIANCE INFO_NL STDY
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4200 – Liquid Waste Program
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PR0522382
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COMPLIANCE INFO_NL STDY
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Last modified
12/3/2020 5:09:47 PM
Creation date
8/5/2020 10:12:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
NL STDY
RECORD_ID
PR0522382
PE
4242
FACILITY_ID
FA0014762
FACILITY_NAME
JD Service Station, Inc.
STREET_NUMBER
9015
STREET_NAME
WALNUT GROVE
STREET_TYPE
RD
City
THORNTON
Zip
95686
CURRENT_STATUS
01
SITE_LOCATION
9015 WALNUT GROVE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\4200 - Liquid Waste\W\WALNUT GROVE\9015\PR0522382\NL STDY.PDF
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EHD - Public
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Mr.Jadi Singh <br /> January 24, 2003 <br /> Job Number:LE02481 <br /> Page 8 <br /> 1..E <br /> the various soil layers with a representative of San Joaquin County Environmental Health <br /> Department. The percolation rate of the soils between the depths of 0 to 3 feet was of interest to <br /> `E our office as explained below. <br /> With the exception of P-2 which was set at a depth of 3 feet, the percolation tests were set at non- <br /> typical depths for a standard type of septic system. Many of the tests were set at depths to <br /> determine the extent of the slower percolating surface soil layer, not the standard 3 foot depth for <br /> a standard leach field. Table 3 presents a summary of the six percolation tests. <br /> Table 3, <br /> " Summary of falling bead percolation tests. <br /> Test No., Duration Percolation Percolation Rate Soil Type,Comments <br /> �.. Date Tested of test Test Depth(ft) (minutes/inch) <br /> P-1, 4 hours 1.28 62.4 min/inch Lt.brn.silty Pm sand,loose(SW),slow <br /> 11/26/02 percolation rate. <br /> P-2, 1 hour 3.00 0.98 min/inch Brn f-m sand,dense(w/some silt)(SP), <br /> 11/26/02 rapid percolation rate. <br /> " P-3, 4 hours 1.09 25 min/inch Lt.brn. silty f-m sand,loose(SW), <br /> 11/25/02 moderate percolation rate. <br /> P4, 1 hour 2.00 0.34 min/inch Brn f m sand,dense(w/some silt)(SP), <br /> 11/25/02 Rapid percolation rate.Open hole 6-inch <br /> diameter test pit. <br /> •• P-5, — 2.08 Very rapid Brn f-m sand,dense(w/some silt)(SP),too <br /> 11/25/02 rapid to measure,added 10 gallons,hole <br /> ran dry immediately. <br /> P-6, 1 hour 3.07 1.11 min/inch Bm f-m sand,dense(w/some silt)(SP), <br /> 11/26/02 1 rapid percolation rate. <br /> A satisfactory percolation rate is generally considered to be less than 60 minutes per inch for <br /> standard septic system leach field trenches. The falling head percolation tests were conducted on <br /> the site helped to characterize the soil layers between 1 and 3 feet. The double ring infiltrometer <br /> tests were performed to measure the surface soil and the soil located less than 2 feet in depth with <br /> a higher degree of accuracy than falling head percolation tests. <br /> Y <br /> 4i <br /> rpE[SO <br /> r 4 <br /> • x <br /> o � <br /> i.. <br />
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