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SU0008909 SSNL
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SU0008909 SSNL
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Last modified
5/7/2020 11:33:44 AM
Creation date
9/4/2019 5:19:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0008909
PE
2626
FACILITY_NAME
PA-1100168
STREET_NUMBER
17521
Direction
N
STREET_NAME
DAVIS
STREET_TYPE
RD
City
LODI
APN
02516012
ENTERED_DATE
9/26/2011 12:00:00 AM
SITE_LOCATION
17521 N DAVIS RD
RECEIVED_DATE
9/25/2011 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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FilePath
\MIGRATIONS\D\DAVIS\17521\PA-1100168\SU0008909\NL STDY.PDF
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EHD - Public
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LIVE OAK GEO ENVIRONMENTAL, INC. <br /> 407 W.Oak St.,Lodi, CA 95240 4 (209)369-0375 •: logelodi.com <br /> July 10, 2013 <br /> Project Number: 1317 <br /> John Vierra <br /> 151 W. Taddei Rd. <br /> Acampo, CA 95220 <br /> Regarding: Percolation Test <br /> Stama Winery <br /> APN 025-160-12 <br /> 17521 N. Davis Rd., Lodi, CA <br /> PA11-00168 <br /> Mr. Vierra: <br /> Per your request. Live Oak GeoEnvironmental, Inc. (Live Oak) completed a percolation test for <br /> the subject project. We understand that a new winery will be constructed on the property. The <br /> parcel is approximately ten acres in size. The address of the property is 17521 North Davis <br /> Road, Lodi. <br /> One shallow percolation test was conducted on the Site. Percolation test procedures <br /> conformed to San Joaquin County Environmental Health Department policy. <br /> Soil Boring <br /> On July 1, 2013, Live Oak excavated one shallow soil boring on the Site for the purpose of <br /> conducting a percolation test. The boring was four inches in diameter, 3.25 feet deep, and <br /> was excavated by hand auger. The soil in the boring was observed to be brown, sandy silt to <br /> the maximum depth of the boring. The boring location is indicated on the attached plate. <br /> Preparation and Presaturation of Percolation Test Hole <br /> After the boring was advanced by hand auger, the test hole was completed for the percolation <br /> test. Approximately one inch of pea gravel was placed in the bottom of the open soil boring, <br /> followed by a 1.5-inch diameter PVC pipe with perforations on the bottom. Pea gravel was <br /> then used to backfill a few inches of the annular space. <br /> Live Oak presaturated the percolation test hole approximately 24 hours prior to the percolation <br /> test. The hole was filled with water to a height of 12 inches above the bottom of the boring for <br /> the presaturation. On the day of testing,the shallow hole was found to be intact and dry. <br /> Environmental ; Engineering Geology Geophysics <br />
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