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SR0085267_SSNL
Environmental Health - Public
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2600 - Land Use Program
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SR0085267_SSNL
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Last modified
10/6/2022 2:23:30 PM
Creation date
5/19/2022 2:54:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085267
PE
2602
STREET_NUMBER
9409
Direction
W
STREET_NAME
ARBOR
STREET_TYPE
AVE
City
TRACY
Zip
95304
APN
21216020
ENTERED_DATE
5/12/2022 12:00:00 AM
SITE_LOCATION
9409 W ARBOR AVE
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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4fA-N--� CONSTRUCTION <br /> iql"14� TESTING SERVICES <br /> Infiltration rates were calculated from the percolation data according to the Porchet Method. It should be <br /> noted that the percolation rate is related to, but not equal to,the infiltration rate. While an infiltration rate <br /> is a measure of the speed at which water progresses downward into the soil,the percolation rate measures <br /> not only the downward progression but the lateral progression through the soil as well.This reflects the fact <br /> that the surface area for infiltration testing would include only the horizontal surface while the percolation <br /> test includes both the bottom surface area and the sidewalls of the test hole. The Porchet Method is a <br /> relationship used to convert the values obtained by a percolation test to an approximate infiltration rate. <br /> The results of the tests are presented in the table below. The rates shown below were calculated from <br /> averaging the last 3 percolation and infiltration rates calculated at each test location. <br /> DepthPercolation and Inflltration Rates <br /> III Bedding • Percolation Rate InfiltrationRate <br /> PT-1 52.0 48.0 50.0 0.06 <br /> PT-2 51.5 46.5 36.9 0.071 <br /> PT-3 50.5 47.0 40.0 0.03 <br /> PT-4 51.0 47.0 16.7 0.20 <br /> Subsurface soils are inherently variable both laterally and with depth. As such, an additional factor-of- <br /> safety should be included in the final design. <br /> If you have any questions regarding the contents of this letter, or if we could provide further assistance, <br /> please contact the undersigned. <br /> Sincerely, <br /> CONSTRUCTION TESTING SERVICES <br /> Emanuel Va encia for Mike Turner, CEG <br /> Staff Engineer Associate Geo t <br /> Bradford Quon, GE <br /> Vice President of Geotechnical Engineering <br /> Attachments: Plate 1 Vicinity Map <br /> Plate 2 Test Locations <br /> SJCEHD Approved Test Results <br /> 400 Yankee Hill Road,Rocklin,CA 95677•Phone(916)419-4747•Fax(916)419-4774 <br /> 2118 Rheem Drive,Pleasanton,CA 94588•Phone(925)462-5151•Fax(925)462-5183 <br />
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