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COMPLIANCE INFO 1993-2002
Environmental Health - Public
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COMPLIANCE INFO 1993-2002
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Last modified
11/30/2018 9:07:01 PM
Creation date
11/6/2018 8:38:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
1993-2002
RECORD_ID
PR0518043
PE
2220
FACILITY_ID
FA0013664
FACILITY_NAME
PROGRESSIVE EQUIPMENT CO
STREET_NUMBER
802
Direction
N
STREET_NAME
CLUFF
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
802 N CLUFF
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
WNg
Supplemental fields
FilePath
\MIGRATIONS3\222IAError\IAError\C\CLUFF\802\NO PR\COMPLIANCE INFO\COMPLIANCE INFO.PDF
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EHD - Public
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Frank C. Alegre Trucking Company, Inc. 4203-172A <br /> Former Trucking Facility May 5, 1997 <br /> DRAINAGE POND REMEDIATION WORK PLAN Page 2 <br /> Health and Safety Plan <br /> A site-specific safety plan is provided as an attachment. The safety plan addresses physical and <br /> chemical hazards, identifies site personnel, and provides emergency response information. Based <br /> on the reported laboratory testing conducted to date, ENGEO does not anticipate that significant <br /> chemical hazards will be encountered during the remedial activities. The safety plan will be <br /> maintained on site during the excavation and sampling. <br /> Soil Excavation <br /> A track-mounted excavator will be used for soil removal. The fill material will be removed from <br /> the former drainage pond and segregated to the extent feasible during excavation. A screening unit <br /> will be mobilized to separate concrete and other inert material from the fill. The excavation will be <br /> extended laterally and vertically based on field observations and vapor screenings. ENGEO <br /> anticipates an excavation 12 to 18 feet in depth over an area of±1,800 ft' to 2,400 f. The specific <br /> volume of soil to be removed is not known. ENGEO estimates that 1,000 to 1,500 cubic yards of <br /> soil will be excavated. <br /> Once physical observations and field screenings indicate the affected soils have been removed, <br /> discrete soil samples will be recovered from the excavation base and sidewalls at approximate 20- <br /> foot lineal intervals. The specific location and depth of the confirmation samples will be <br /> determined in the field. ENGEO estimates that 15 to 18 samples will be recovered from the <br /> excavation for laboratory analysis. Composite soil samples, if required by Forward, Inc., will also <br /> be recovered from the soil stockpile(s). The specific number of stockpile samples and scope of <br /> laboratory profiling will be determined at the discretion of Forward,Inc. <br /> The soil samples will be recovered in 2-inch-diameter 6-inch-long stainless steel tubes sealed with <br /> Teflon plastic end caps and tape. The samples will then be labeled and placed in a cooled ice chest <br /> prior to transportation to the analytical laboratory. <br /> The limits of the excavation will be field surveyed by ENGEO personnel. The limits of the <br /> excavation will also be documented through photography. <br /> Laboratory Anal <br /> The proposed selection of the laboratory analyses is based on previous laboratory data compiled for <br /> the site. The excavation samples will be tested for total volatile and extractable hydrocarbons <br /> (EPA 8015), BTEX (EPA 8020), volatile organic compounds (EPA 8240), total recoverable <br /> hydrocarbons (EPA 418) and metals. Laboratory services will be provided by American <br /> Environmental Network(AEN)in Pleasant Hill, California(DOHS#1172). <br />
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