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2900 - Site Mitigation Program
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PR0535375
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Last modified
7/7/2020 9:15:19 AM
Creation date
7/7/2020 9:11:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0535375
PE
2960
FACILITY_ID
FA0020405
FACILITY_NAME
ERNIES GENERAL STORE
STREET_NUMBER
4407
Direction
E
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
08710059
CURRENT_STATUS
01
SITE_LOCATION
4407 E WATERLOO RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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07 August 2006 <br /> AGE-NC Project No. 01-0839 <br /> Page 3 of 4 <br /> placed on ice and kept in a cooler until delivered to the laboratory for analysis. Chain of custody <br /> protocols will be used to document custody transfer of the samples from the field to the analytical <br /> laboratory. A chain of custody form will accompany the samples. <br /> Ground water and selected soil samples will be analyzed by a California Department of Health <br /> Services (DHS)-certified laboratory for: <br /> • Total petroleum hydrocarbons quantified as gasoline(TPH-g) in accordance with EPA <br /> Method 8015M; and <br /> • Benzene,toluene,ethylbenzene,and total xylenes(BTEX)and fuel additives methyl tertiary- <br /> butyl ether(MTBE),tertiary-butyl alcohol (TBA), di-isopropyl ether(DIPE),ethyl tertiary- <br /> butyl ether(ETBE),tertiary-amyl methyl ether(TAME), 1,2-dibromoethane(EDB),and 1,2- <br /> dichloroethane (1,2-DCA) in accordance with EPA Method 8260B. <br /> Laboratory reports for soil and ground water analyses, testing methods, laboratory quality <br /> assurance/quality control (QA/QC) reports, and sample chain-of-custody documentation will be <br /> presented in a report of findings and recommendations. Following borehole advancement,type I/II <br /> portland cement(grout mix) will be utilized to backfill each borehole from total depth utilizing a <br /> down-hole tremie pipe. The EHD will be given a 48-hour inspection notice to inspect the grout mix <br /> and backfilling activities. <br /> SOIL VAPOR EXTRACTION WELLS <br /> The shallow and deep SVE wells are proposed to be screened from 15 feet to 30 feet bsg and from <br /> 45 feet to 60 feet bsg,respectively(see Figures 6 and 7).AGE has determined that two zones of SVE <br /> remediation are necessary to correspond to two apparently distinct sandy intervals(see cross-sections <br /> A-A' and B-B' on Figures 3 and 4, respectively). The SVE wells will be installed adjacent to <br /> monitoring wells located within the adsorbed petroleum hydrocarbon plume as depicted on Figure 5. <br /> Advanced GeoEnvironmental,Inc. <br />
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