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SR0078816
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4200/4300 - Liquid Waste/Water Well Permits
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SR0078816
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Last modified
6/27/2018 2:04:29 PM
Creation date
3/12/2018 3:17:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0078816
PE
4222
FACILITY_NAME
ALBIN, JEFFREY B & KIMBERLY A
STREET_NUMBER
7625
Direction
E
STREET_NAME
PELTIER
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
00705049
ENTERED_DATE
3/12/2018
SITE_LOCATION
7625 E PELTIER RD
RECEIVED_DATE
3/5/2018
P_LOCATION
99
P_DISTRICT
004
Tags
EHD - Public
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March 7, 2018 <br />Project Number: 1813 <br />Mario Ferreira <br />7625 E. Peltier Rd. <br />Acampo, CA 95220 <br />LIVE OAK GEO ENVIRONMENTAL, INC. <br />407 W. Oak St., Lodi, CA 95240 (209) 369-0375 :• logelodi.com <br />Regarding: Percolation Test <br />APN 007-050-49 <br />7625 E. Peltier Rd., Acampo, CA <br />Mr. Ferreira: <br />RECEIVED <br />MAR 13 7018 <br />ENVIRONMENTAL HEALTH <br />PERMITISEMACES <br />Per your request, Live Oak GeoEnviron mental, Inc. (Live Oak) completed a percolation test for <br />the subject Site. We understand that you plan to place a new modular home on the Site, which <br />is currently vacant. The Site is located at 7625 East Peltier Road, Acampo, California (Plate 1), <br />and is 9.40 acres in size. <br />A shallow percolation test was conducted on the Site. Percolation test procedures conformed <br />to San Joaquin County Environmental Health Department policy. <br />Soil Boring <br />On March 4, 2018, Live Oak excavated a shallow soil boring on the Site for the purpose of <br />conducting a percolation test. The boring was four inches in diameter, 3.10 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 sandy silt 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 one inch of pea gravel was placed in the bottom of the open <br />soil boring, followed by a 2.0 -inch diameter PVC pipe with perforations on the bottom. Pea <br />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 Geophysics <br />
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