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3500 - Local Oversight Program
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PR0545685
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Last modified
5/21/2020 9:24:49 AM
Creation date
5/21/2020 9:23:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545685
PE
3528
FACILITY_ID
FA0006081
FACILITY_NAME
PATTERN STEEL CO
STREET_NUMBER
1013
STREET_NAME
SHAW
STREET_TYPE
RD
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
1013 SHAW RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Patten Steel Company <br /> Phase H Soil Resampling <br /> Page: 2 <br /> moisture, plasticity (if applicable), consistency of the earth materials, blow counts, <br /> pertinent soil or bedrock characteristics, and any evidence of contamination will be <br /> noted. All water- bearing zones and the depths at which they were encountered will be <br /> noted on these logs. <br /> All borings will be drilled in such a manner as to prevent cross contamination between <br /> strata. Exploratory soil borings within the unsaturated zone will be backfilled with a <br /> concrete slurry mixture. <br /> Borings into the saturated zone will be drilled to a maximum of 20 feet beneath the top <br /> of the aquifer being explored. Any perching layers encountered will be investigated to <br /> a maximum thickness of 5 feet and will be backfilled with concrete slurry, after a <br /> bentonite seal has been placed. If a deeper aquifer is to be investigated, conductor <br /> casing will first be grouted into place to seal off the upper aquifer(s), in series if <br /> L necessary and drilling will proceed through the conductor casing after the grout has <br /> been allowed to set properly. If evidence of contamination is noted during the drilling, <br /> the drilling will be halted until the responsible professional determines the advisability <br /> of deeper drilling. <br /> Upon termination, the boring into the saturated zone will be completed as monitoring <br /> wells and backfilled with concrete grout, after a bentonite seal has been placed. The <br /> boring for the monitoring well will be of a diameter at least 4 inches greater than the 2 <br /> inch diameter of the well casing to be used. <br /> The cuttings from the drilling operation will be containerized on-site during drilling for <br /> proper disposition. The proper method of disposal will be dependent upon results of <br /> laboratory analysis. this disposal will be the responsibility of the client unless other <br /> arrangements have been made. <br /> 3.0 LABORATORY ANALYSIS <br /> We are proposing to test for the following analytes in soil. Total Petroleum <br /> Hydrocarbons as gasoline by EPA Method 5030/modified 8015 and as diesel by EPA <br /> Methods 35501 modified 8015, benzene, toluene, xylene, and ethyl benzene by EPA <br /> Method 8020, and organic lead by WET extraction EPA Method 7421. The detection <br /> limits for these analytes analyzed by the above mentioned methods will be gasoline 2.5 <br /> mg/kg, diesel 5.0 mg/kg, BTX&E 5.0 µg/kg, and organic lead 1.0 µg/kg. <br />
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