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WP0038710
EnvironmentalHealth
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PORT RD A
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4200/4300 - Liquid Waste/Water Well Permits
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WP0038710
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Last modified
9/24/2018 3:43:53 PM
Creation date
9/24/2018 3:23:48 PM
Metadata
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Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
WP0038710
PE
4372
STREET_NUMBER
1950
STREET_NAME
PORT RD A
STREET_TYPE
ST
City
STOCKTON
Zip
95205-
APN
14502004
ENTERED_DATE
8/28/2018 12:00:00 AM
SITE_LOCATION
1950 PORT RD A ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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1920 Old Middlefield Way <br />►°� Mountain View, CA 94043 <br />650.967.2365 PHONE <br />650.967.2785 FAX <br />www,tresol utions.com <br />August 24, 2o18 <br />Project Name & No: Port of Stockton - Contanda Terminal Expansion, 313424 <br />SAN JOAQUIN COUNTY— ENVIRONMENTAL HEALTH DEPARTMENT <br />1868 Hazelton Avenue <br />Stockton, California 925o5-6232 <br />RE: GEOTECHNICAL - SOIL BORING DRILLING AND BACKFILL WORK PLAN <br />i95o PORT ROAD A ST (APN: 145-020-040-000) <br />STOCKTON, CALIFORNIA <br />To whom it may concern: <br />In this letter we provide the work plan for the construction and destruction of geotechnical soil borings <br />for the site located at 195o Port Road A Street, Stockton, California. This work plan presents the <br />methods and procedures to be used during the construction and destruction of the soil borings for the <br />project. <br />The scope of work includes the construction and destruction of four cone penetration tests (CPTs) soil <br />borings. These CPTs are located within San Joaquin County. The Underground Service Alert (USA) <br />will be notified at least 72 hours in advance of drilling for clearance of underground utilities. <br />METHODS AND PROCEDURES <br />The field work will be conducted by California Push Technologies, Inc. under the direct supervision of a <br />TRC representative. Four soil borings will be performed using CPTs direct push method to a depth of <br />approximately loo feet below grade. The soils encountered in the CPTs will be continuously logged by <br />our representative and described in accordance with the Unified Soil Classification System (ASTM <br />D2488). The approximate locations of the borings are shown on the attached site plan. <br />We anticipate shallow ground water, which will be measured and recorded in the CPTs. Destruction of <br />the CPTs will be performed using neat cement to grout the entire depth. Since ground water is <br />expected to be encountered, destruction will be performed using neat cement with tremie pipe to <br />grout the entire depth of the boring. <br />Page 1 <br />C TRC 313424 <br />
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