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SR0082583
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4200/4300 - Liquid Waste/Water Well Permits
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SR0082583
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Entry Properties
Last modified
12/28/2020 11:48:27 AM
Creation date
9/23/2020 3:02:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0082583
PE
4222
STREET_NUMBER
12501
Direction
W
STREET_NAME
PLATTI
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
21210004
ENTERED_DATE
9/10/2020 12:00:00 AM
SITE_LOCATION
12501 W PLATTI RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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LIVE OAK GECO ENVIRONMENTAL, INC. <br /> 437 VV. Oak St., Lodi, CA 95240 ,:• (209)359-0375 logelodi,com <br /> September 21, 2020 <br /> Project Number: 20-43 <br /> Michael Silva <br /> 2800 Mancuso Rd. <br /> Tracy, CA 95304 <br /> Regarding: Percolation Test <br /> APN 212-100-04 <br /> 12501 W. Platti Rd., Tracy, CA (36.85 Acres) <br /> Mr. Silva: <br /> Per your request, Live Oak GeoEnvironmental, Inc. (Live Oak) has completed a percolation test <br /> for the subject Site. We understand that you are planning to construct a new home on the <br /> Site, located at 12501 West Platti Road, Tracy, California (Plate 1). The San Joaquin County <br /> Environmental Health Department has requested that a percolation test be completed prior to <br /> issuing septic permits, <br /> Soil Boring <br /> On September 15, 2020, Live Oak excavated a shallow soil boring on the Site for the purpose <br /> of conducting a percolation test. The boring was four inches in diameter, 3.25 feet deep, and <br /> was excavated by hand auger. The location of the boring is indicated on the attached Plate 2. <br /> Soil Log <br /> The soil in the boring was observed to be silty organic clay to a depth of 2.5 feet below ground <br /> surface, followed by fine sand to the full depth of the hole. <br /> Preparation and Presaturation of Percolation Test Hole <br /> After the shallow boring was advanced by hand auger, the test hole was completed for the <br /> percolation test. Approximately two inches of pea gravel were placed in the bottom of the <br /> open soil boring, followed by a 2.0-inch diameter PVC pipe with perforations on the bottom. <br /> Pea gravel was 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 /> testing. The hole was filled with water to a height of 12 inches above the bottom of the boring <br /> for the presaturation. On the day of testing, the hole was found to be intact and dry. <br /> Environmental Engineering Geology r Geophysics <br />
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