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SR0082758
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4200/4300 - Liquid Waste/Water Well Permits
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SR0082758
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Last modified
11/19/2024 1:58:35 PM
Creation date
10/28/2020 8:19:28 AM
Metadata
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Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0082758
PE
4222
STREET_NUMBER
10331
Direction
N
STREET_NAME
STATE ROUTE 99
City
STOCKTON
Zip
95212
APN
12203008
ENTERED_DATE
10/20/2020 12:00:00 AM
SITE_LOCATION
10331 N HWY 99
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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„. were„ ,,,. LIVE OAK GEO ENVIRONMENTAL, INC. <br /> 006V”— 407 W. Oak St., Lodi, CA 95240 •3 (209) 369-0375 logelodi.com <br /> October 27, 2020 <br /> Project Number: 20-52 <br /> Felix Jaimes <br /> Jaimes Heating &Air <br /> 8712 Los Olivos Ct. <br /> Stockton, CA 95210 <br /> Regarding: Percolation Test <br /> APN 122-030-08 <br /> 10331 N. St. Rt. 99 W. Frontage Rd., Stockton, CA (1.12 Acres) <br /> Mr. Jaimes: <br /> Per your request, Live Oak GeoEnviron mental, 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 10331 North State Route 99, West Frontage Road, Lodi, California (Plate 1). <br /> The San Joaquin County Environmental Health Department has requested that a percolation <br /> test be completed prior to issuing septic permits. <br /> A Soil Suitability/Nitrate Loading Study was completed for the Site by Advanced Geo on March <br /> 2, 2020. Advanced Geo performed a shallow percolation test with a depth of 42 inches and <br /> obtained a percolation rate of 83.33 minutes per inch. This is considered a failing rate per San <br /> Joaquin County Environmental Health Department's definition. <br /> Because Advanced Geo did not perform a deep percolation test, Live Oak has completed that <br /> test, discussed in the following pages: <br /> Soil Boring <br /> On October 21, 2020, Live Oak excavated a deep soil boring on the Site for the purpose of <br /> conducting a percolation test. The boring was four inches in diameter, 7.45 feet deep, and <br /> was excavated by hand auger. The location of the boring is indicated on the attached Plate 2. <br /> Soil Lo <br /> The soil in the boring was observed to be clay to a depth of 3.5 feet, followed by clay with sand <br /> to a depth of 6.0 feet, followed by sandy clay to a depth of 7.0 feet, followed by silty sand to <br /> 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 /> Environmental Engineering Geology r Geophysics <br />
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