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WILLOW GLEN
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13751
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2900 - Site Mitigation Program
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PR0009025
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Last modified
5/19/2021 3:14:56 PM
Creation date
5/19/2021 12:31:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009025
PE
2960
FACILITY_ID
FA0004055
FACILITY_NAME
LATHROP GAS DEHYDRATOR
STREET_NUMBER
13751
Direction
S
STREET_NAME
WILLOW GLEN
STREET_TYPE
RD
City
STOCKTON
Zip
95206
APN
19105010
CURRENT_STATUS
01
SITE_LOCATION
13751 S WILLOW GLEN RD
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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APPENDIX B <br /> Boreholes drilled for the exploratory soil sampling and monitoring well installation will be drilled using a <br /> truck-mounted drill rig. The boreholes will be advanced using 8-inch hollow stem augers for the exploratory <br /> soil sampling phase and the monitoring well installations. No fluids will be added to the boreholes during <br /> the drilling operations. Borehole logging and sampling will be conducted by a PG&E Technical and <br /> Ecological Services - Civil Unit contract staff geologist. <br /> The soil samples will be visually classified (ASTM D-2488-84) and logged by the on-site contract staff <br /> geologist. Soil samples from all of the borings will be obtained at intervals of five feet or less. Soil samples <br /> will be taken from the borings with a 2.0-inch I.D. split spoon sampler containing three 2.0-inch X 6-inch <br /> brass tube liners. The sampler will be driven 18 inches into the undisturbed soil beyond the tip of the auger <br /> by a 140-pound safety hammer with a 30-inch drop. Prior to the drilling of each borehole, the hollow stem <br /> augers, drill bit, and drill rods will be steam cleaned. Upon completion of the borings, the boreholes will be <br /> backfilled with a cement grout (using a tremie method). <br /> 462891/42/PPU26 B-1 <br />
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