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2900 - Site Mitigation Program
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PR0505861
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COMPLIANCE INFO
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Last modified
4/14/2020 4:30:44 PM
Creation date
4/14/2020 2:13:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0505861
PE
2960
FACILITY_ID
FA0007056
FACILITY_NAME
MOUNTAIN VIEW TOWNHOMES
STREET_NUMBER
413
STREET_NAME
MONTE DIABLO
STREET_TYPE
AVE
City
TRACY
Zip
95236
CURRENT_STATUS
02
SITE_LOCATION
413 MONTE DIABLO AVE
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Mr. Don O. Culbertson Proposal P95-060.56 <br /> June 29, 1995 <br /> Page 3 <br /> is prepared to begin onsite activities prior to offsite access approval. EMCON will <br /> prepare a site-specific health and safety plan for the site. This plan will be prepared to <br /> fulfill the requirements of the Cal-OSHA Hazard Communication Standard(8 CCR 5194). <br /> Task 2 Soil and Shallow Groundwater Sampling <br /> EMCON will perform soil and shallow groundwater sampling using the Geoprobe <br /> Sampling System® (Geoprobe). Figure 5 indicates the proposed initial sampling locations. <br /> Additional locations will be sampled as necessary, to assess the extent of soil and <br /> groundwater impact. Because it may be necessary to complete Geoprobe borings offsite <br /> to the northeast to identify the extent of impacted soils and groundwater in these <br /> directions, it is assumed that CPL will conduct all necessary negotiations to gain access <br /> to these areas. <br /> The Geoprobe method produces fast results and modifications to the sampling program <br /> can be made as the field program progresses. This procedure has minimal impact on <br /> property and can acquire a large amount of data in a timely and cost efficient manner. <br /> The Geoprobe uses sampling rods of either 1.25 or 2-inch diameter which are pushed <br /> and/or driven with a truck-mounted rig. Use of the Geoprobe method allows the <br /> collection of soil samples at discrete intervals without retracting driving rods before each <br /> sampling event. The rig will collect soil samples at approximately 4-foot intervals bg and <br /> from the capillary fringe which is expected to occur within the depth interval from 20 to <br /> 25 feet bg. One boring completed next to Area 4 will be advanced to a sufficient depth <br /> to define the vertical extent of petroleum-hydrocarbon impacted soils as identified by <br /> examination with field instrumentation and visual inspection, or to the extent of the rig's <br /> capability. Soils encountered during the Geoprobe survey will be logged by an EMCON <br /> geologist using the Unified Soil Classification System under the supervision of a <br /> California-registered geologist. A detailed boring log will be completed for each boring <br /> and will be presented in the final report. In addition, the presence of hydrocarbon <br /> staining and odors will be recorded. Headspace analysis will also be performed on the <br /> soil samples in the field using a portable flame ionization detector (FID) to test for the <br /> presence of ionizable organic compounds. Soil samples will be selected for chemical <br /> analysis to quantify the petroleum hydrocarbons present and to identify the limits of <br /> petroleum-impacted soils. Soil samples will be selected for chemical analysis based on <br /> field observations of soil samples plus FID measurements. Soil samples selected for <br /> possible chemical analysis will be sealed with Teflon® tape and polypropylene end caps, <br /> placed in a cooler containing frozen gel packs, and transported to a state-certified <br /> laboratory. Chain-of-custody documentation, initiated at the time of sampling, will <br /> FRE/H\wp\proposa"506056.wp5-95 gtf:l <br />
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