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ZUCKERMAN
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1181
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2900 - Site Mitigation Program
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PR0535015
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COMPLIANCE INFO
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Entry Properties
Last modified
9/11/2020 1:00:47 PM
Creation date
9/11/2020 12:43:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0535015
PE
2960
FACILITY_ID
FA0020252
FACILITY_NAME
PG&E MCDONALD IS COMPRESSOR STATION
STREET_NUMBER
1181
STREET_NAME
ZUCKERMAN
STREET_TYPE
RD
City
TRACY
Zip
95234
APN
12908052
CURRENT_STATUS
01
SITE_LOCATION
1181 ZUCKERMAN RD
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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Environmental <br /> 24 March 2014 <br /> Page 4 Resources <br /> Management <br /> will be advanced until staining is not observed or groundwater is <br /> encountered,with samples being collected every 5 feet in depth. <br /> • General housekeeping handling/spilling of chemicals <br /> Based on observations made at the time of sampling, up to 3 <br /> additional locations may be added to the sampling program. Samples <br /> will be collected every 5 feet in depth and will extend until staining is <br /> not observed. <br /> SOIL SAMPLING <br /> The following soil sampling procedures will be followed: <br /> • Samples will be collected with a Geoprobe DPT drill rig following <br /> clearing utilities to a depth of five feet bgs via hand auger or air knife. <br /> • Samples collected between the ground surface and 5 feet bgs will be <br /> collected with a hand auger equipped with a sample liner. <br /> • For samples collected at 5 feet bgs and deeper, the drill rig will utilize <br /> a soil sampling tool equipped with a liner for sample collection that <br /> will be pushed to the desired sampling depth with the drive tip <br /> locked in place to prevent soil from entering the sample liner. <br /> • At the desired sampling depth, the locking mechanism will be <br /> released, causing the drive tip to retract inside the drive rod and seat <br /> above the liner. <br /> • The sampling device is subsequently pushed into the soil to collect a <br /> sample. <br /> • Continuous soil cores will be obtained from each boring to document <br /> soil type and other conditions. The borings shall be logged in <br /> accordance with the Unified Soil Classification System under the <br /> supervision of a California state-registered professional geologist. <br /> • All soil boring locations will be surveyed using a hand-held Trimble <br /> Global Positioning System (GPS) unit. <br /> • Samples will be transported to the laboratory for analysis as soon as <br /> possible after sample collection and preparation. The laboratory will <br />
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