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SR0083422
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4200/4300 - Liquid Waste/Water Well Permits
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SR0083422
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Last modified
8/5/2021 11:35:03 AM
Creation date
6/16/2021 8:53:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0083422
PE
4222
FACILITY_NAME
11852 E HARMONY GROVE
STREET_NUMBER
11852
Direction
E
STREET_NAME
HARMONY GROVE
STREET_TYPE
LN
City
LOCKEFORD
Zip
95237
APN
05118036
ENTERED_DATE
3/17/2021 12:00:00 AM
SITE_LOCATION
11852 E HARMONY GROVE LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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LIVE OAK GEO ENVIRONMENTAL, INC. <br />407 W. Oak St., Lodi, CA 95240 •:• (209) 369-0375 •:• logelodi.com <br />April 16, 2021 <br />Project Number: 2117 <br />Casey and Bruce Snider <br />17510 N. Tretheway Rd. <br />Lockeford, CA 95237 <br />Regarding: Percolation Test <br />APN 051-180-36 <br />11852 E. Harmony Grove Ln., Lockeford, CA (2.50 Acres) <br />Mr. and Mrs. Snider: <br />Per your request, Live Oak Geo Environmental, Inc. (Live Oak) has completed a percolation test <br />for the subject Site, located at 11852 East Harmony Grove Lane, Lockeford (Plate 1). We <br />understand that you are planning to construct a house on the Site, and the San Joaquin <br />County Environmental Health Department is requiring the completion of a percolation test <br />before the septic permit can be issued. <br />Soil Boring <br />On April 8, 2021, Live Oak observed the drilling of shallow and deep percolation test borings <br />by Central Valley Septic Services with a Spiradrill LHD 50 drilling rig. The borings were 12 <br />inches in diameter and 3.50 and 12.04 feet deep. The location of the borings is indicated on <br />the attached Plate 2. <br />Soil Log <br />The soil in the borings was observed to be sandy clay to a depth of 5 feet, followed by a <br />hardpan of silty sand to 10 feet, followed by silty sand to the full depth of the hole. <br />Preparation and Presaturation of Percolation Test Holes <br />After the borings were advanced, the test holes were completed for the percolation testing. <br />Approximately two inches of pea gravel were placed in the bottom of each open soil boring, <br />followed by a 2.0 -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 holes approximately 24 hours prior to the <br />percolation testing. Each hole was filled with water to a height of 12 inches above the bottom <br />of the boring for the presaturation. On the day of testing, both holes were found to be intact <br />and dry. <br />Environmental Engineering Geology :• Geophysics <br />
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