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2900 - Site Mitigation Program
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PR0515454
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Entry Properties
Last modified
11/19/2024 10:20:01 AM
Creation date
12/14/2018 4:43:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0515454
PE
2960
FACILITY_ID
FA0012157
FACILITY_NAME
POMBO REAL ESTATE
STREET_NUMBER
1755
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23217020
CURRENT_STATUS
01
SITE_LOCATION
1755 W ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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w w <br /> Mr. Robert Mihalovich <br /> Chevron Environmental Management Company <br /> June 29, 2000 <br /> Page 2 <br /> direct-push core barrel and drive sampler containing brass liners to a depth of 15 feet bgs. The <br /> upper 5 feet of the boring will be advanced using a hand auger. Soil recovered from the continu- <br /> ous core will be examined and logged in accordance with the Unified Soil Classification System <br /> (USCS) as presented in the American Society of Testing and Materials Standard D2488-90. <br /> One soil sample will be collected from each boring for chemical analyses from the area of the soil <br /> core most visibly affected with petroleum hydrocarbons. If petroleum hydrocarbons are not <br /> identified visually or through screening using an organic vapor meter, the soil sample will be <br /> collected from just above the groundwater table. The soil sample will be collected in brass or <br /> stainless steel liners, sealed with Teflon sheets,plastic end caps, and tape, labeled, and stored in <br /> an ice-cooled chest. <br /> If no petroleum hydrocarbon-affected soil is observed in the soil core, a groundwater sample will <br /> be collected from boring GMX-29, 30, and 31. A temporary well consisting of 1-inch-diameter <br /> polyvinyl chloride (PVC)blank casing and 10 feet of 0.01-inch slot well screen will be placed in <br /> the borehole. The grab groundwater sample will be collected with a disposable bailer and will be <br /> decanted into 40-milliliter acidified volatile organic analysis(VOA)vials and 1-liter amber <br /> bottles. Sample containers will be labeled, sealed in plastic bags, and stored in an ice-cooled <br /> chest. Following collection of soil and groundwater samples, the casing will be removed and the <br /> borehole will be backfilled with cement grout. <br /> Geomatrix will submit the samples to a State of California certified analytical laboratory under <br /> Geomatrix chain-of-custody procedures. The soil sample will be analyzed for total petroleum <br /> hydrocarbons (TPH) as crude oil (C$to C36 carbon range)using EPA Method 8015; for poly- <br /> nuclear aromatic hydrocarbons(PAHs)using EPA Method 8270 SIM, and for benzene,toluene, <br /> ethylbenzene, and xylenes (BTEX) using EPA Method 8021B. The groundwater sample will be <br /> analyzed for TPH quantified as gasoline (C6 to C12 carbon range) and diesel (CIO to C24 carbon <br /> range)using EPA Method 8015 Modified; for BTEX using EPA Method 8021B; and for PAHs <br /> using EPA Method 8270 SIM. The laboratory will perform TPHd analyses both with and without <br /> a silica gel preparation procedure prior to analysis. The silica gel preparation procedure removes <br /> polar biodegradation byproducts from the sample extract. <br /> Pending subcontractor availability, the proposed field work will be scheduled within two weeks <br /> of approval of this work plan. Appropriate regulatory agencies will be notified at least 48 hours <br /> prior to implementation of field work or if there are any changes in the schedule. Please call <br /> Michael Keim at(510) 663-4107 if you have any questions. <br /> Sincerely, <br /> GEOMATRIX CONSULTANTS, INC. <br /> Michael R. Keim Gary R. Foote, R.G. <br /> Project Scientist Senior Geologist <br /> MRK/GRF/pp <br />
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