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ARCHIVED REPORTS_XR0002839
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0508461
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ARCHIVED REPORTS_XR0002839
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Last modified
1/29/2020 5:27:29 PM
Creation date
1/29/2020 3:43:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002839
RECORD_ID
PR0508461
PE
2950
FACILITY_ID
FA0008092
FACILITY_NAME
CONTINENTAL GRAIN CO
STREET_NUMBER
1805
STREET_NAME
HARBOR
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14502005
CURRENT_STATUS
01
SITE_LOCATION
1805 HARBOR ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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r <br /> 20 June 2005 <br /> AGE-NC Project No 05-1306 <br /> ' Page 5 of 8 <br /> ' 4.0. FIELD PROCEDURES <br /> All field procedures will be overseen by H&H and/or AGE representatives, and supervised by a <br /> California Registered Geologist <br /> 4 1 MONITORING WELL ABANDONMENT <br /> Monitoring well MW-2(Figure 2)will be abandoned utilizing a truck-mounted drill rig equipped with <br /> hollow stem augers The well will be over-drilled from surface grade to total depth The boring will <br /> be backfilled to surface grade using Type IIII portland neat cement and not more than 6 gallons of <br /> water per 94-pound sack of cement <br />. i <br /> i <br /> 42 SOIL EXCAVATION PROCEDURES <br />� 1 <br /> Section 4 2 lists procedures for soil excavation, sampling, backfilling, and equipment <br /> decontamination <br /> 4 2 1 Soil Excavation and Shoring <br /> c <br /> The soil will be excavated to a maximum depth of 25 feet bsg using an excavator and stockpiled on- <br /> site, covered by a plastic tarp, since the depth relative to the excavation width of approximately <br /> 25 feet necessitates steep sidewalls, shoring of sidewalls will be required The shoring will consist <br /> of sheet piling installed with a vibratory driver prior to excavation,the installation will be performed <br /> ' by a licenced shoring company <br /> The excavated soil will be segregated into overburden containing less than 500 mg/kg TPH and <br /> ' impacted soil containing more than 500 mg/kg TPH The overburden has been delineated by soil <br /> analytical results from previous site investigations to be approximately 506 cubic yards(67 5-foot by <br /> 20-foot area, 10-foot depth), and will be utilized to backfill the excavation Soil containing greater <br /> ' than 500 mg/kg TPH will be disposed to a licensed landfill An OVM will be utilized to guide <br /> overburden determination <br /> Prior to disposal,the hydrocarbon-impacted soil will be characterized by a DHS-certified laboratory <br /> After soil characterization,trucks will be utilized to transport the waste material for proper disposal <br /> ' The open excavation area will be surrounded by temporary fencing No AGE,H&H or subcontractor <br /> personnel will be allowed into any excavation greater than five feet bsg until proper excavation <br /> ' Advanced GcoEnvlronmental,Inc <br /> r <br />
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