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2900 - Site Mitigation Program
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PR0506384
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Last modified
10/18/2018 5:17:23 AM
Creation date
10/17/2018 4:38:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0506384
PE
2952
FACILITY_ID
FA0007383
FACILITY_NAME
FORMER ALEGRE TRUCKING INC
STREET_NUMBER
802
Direction
N
STREET_NAME
CLUFF
STREET_TYPE
AVE
City
LODI
Zip
95240
CURRENT_STATUS
01
SITE_LOCATION
802 N CLUFF AVE
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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Tags
EHD - Public
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VC:L 11-J(7 IU:J4A ENGEO INC- 510 838-7425 P.03 <br /> i <br /> • `Ir \MW <br /> Frank C. Alegre Trucking,Inc. 4203-F1 <br /> Former Trucking Facility October 8, 1996 <br /> SOIL REMEDIATION WORK.PLAN page 2 <br /> Background <br /> A 500-gallon waste oil tank was removed form the site in October 1990 under permit with the San <br /> Joaquin Environmental Health Division. Three soil samples were recovered from native soils beneath <br /> the former tank under the observation of San Joaquin County personnel. No significant concentrations <br /> of petroleum hydrocarbons were reported from laboratory analysis of the samples_ No further action <br /> was required by San Joaquin County for the former waste oil UST. <br /> In September 1996, excavation work on the subject property in the vicinity of the former UST found /V0 <br /> petroleum hydrocarbons in soil at depths of 9 to 14 feet. This contamination was outside the area.of <br /> the former UST, but has been attributed to the waste oil tank. This work plan has been prepared to <br /> address the noted petroleum contamination. <br /> Soil Excavation <br /> A track-mounted excavator will be used for soil removal. Initially a breaker unit will be used to <br /> remove the concrete pad from the proposed excavation area (Figure 2). The excavation will then be <br /> extended laterally and vertically based on field observations and vapor/colorimetric screenings. The <br /> impacted soil will be removed to the extent feasible subject to physical constraints such as equipment <br /> limitations and structural considerations. ENGEO anticipates an excavation 20 to 25 feet in depth over <br /> an area of±200 to 300 e, The specific volume of soil to be excavated is not known. ENGEO <br /> estimates that 100 to 150 cubic yards of soil will be removed. Remnant pipes, if exposed will also be <br /> removed during excavation work. <br /> Once physical observations and field screenings indicate the affected soils have been removed, discrete <br /> soil samples will be recovered from the excavation base and sidewalls at approximate 20 foot lineal <br /> intervals. The specific location and depth of the confirmation samples will be determined in the field. <br /> ENGEO estimates that 8 to 10 samples will be recovered from the excavation for laboratory analysis. <br /> Composite soil samples will also be recovered from the soil stockpile(s) on a one per 50 cubic yard <br /> basis. <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 coaled ice chest <br /> prior to transportation to the analytical laboratory. <br /> Laboratory Analysis <br /> The excavation samples will be tested for total volatile and extractable hydrocarbons (EPA 8015) and <br /> BTEX(EPA 8020). The composite soil stockpile samples will be analyzed for total volatile/extractable <br /> hydrocarbons, volatile organics(EPA 8240), sena-volatile organics (EPA 8270) and Title 26 metals. <br />
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