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COMPLIANCE INFO
Environmental Health - Public
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EHD Program Facility Records by Street Name
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MACARTHUR
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2025
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2900 - Site Mitigation Program
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PR0507203
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Last modified
3/2/2020 8:49:04 PM
Creation date
3/2/2020 2:04:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0507203
PE
2950
FACILITY_ID
FA0007734
FACILITY_NAME
LAKESPUR ESTATES (PROPOSED)
STREET_NUMBER
2025
Direction
S
STREET_NAME
MACARTHUR
STREET_TYPE
DR
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
2025 S MACARTHUR DR
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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kTj KLEI NFELDER <br /> 3.0 FIELD ACTIVITIES <br /> On November 7, 1997 a Kleinfelder geologist visited the site to observe the soil excavation near <br /> the former AGST. A diesel-like odor was noted during excavation. The soil stain appeared to <br /> quickly attenuate with depth. At a depth of approximately 2 to 3-feet bsg the stain decreased to <br /> approximately 3-feet by 4-feet. The final excavation was approximately 7-feet by 10-feet by 10- <br /> feet deep. The soil was excavated onto visqueen using a track-mounted excavator supplied by <br /> DSS of Stockton, California. The stockpiled soil was estimated at approximately 25 cubic yards. <br /> Mr. Mike Infurna of PHS/EHD observed the excavation and collection of confirmation samples . <br /> A total of five soil samples were collected from within the excavation, four sidewall samples and <br /> one bottom sample. Kleinfelder also collected one four-point composite sample from the soil <br /> 1 stockpiled. The sidewall soil samples were collected at depths ranging from five to six feet <br /> below surface grade (bsg.) The bottom sample was collected at a depth of 10 feet bsg. The <br /> sidewall samples were obtained by slide hammering a clean 2-inch diameter by 6-inch long <br /> I stainless steel tube into the soil The bottom sample was collected by driving a stainless steel <br /> tube into soil by hand from the excavator bucket (from soil which had been collected from the <br /> bottom of the excavation). The four-point composite soil sample was collected by driving <br /> I stainless steel tubes into the stockpile by hand. The stainless steel tubes were removed from the <br /> soil and sealed with Teflon® sheeting and plastic end caps. The samples were labeled, and <br /> placed in an iced cooler pending transportation to the analytical laboratory under chain of <br /> custody protocols. The slide hammer sampler and stainless steel tubes were decontaminated prior <br /> to each use with a detergent/water wash and distilled water rinse. <br /> 3.0 LABORATORY ANALYSIS <br /> ' Six soil samples were submitted for laboratory analysis. The samples were submitted under <br /> chain-of-custody control to Sequoia Analytical Laboratories (Sequoia) of Sacramento, <br /> I California. Sequoia is certified by the California Department of Toxic Substances (DTSC) to <br /> perform the requested analyses. The samples were analyzed for: <br /> I • Extractable Fuel Fingerprint by EPA Method 8015M <br /> • Total Extractable Petroleum Hydrocarbons by EPA Methods 8015M <br /> • Benzene, Toluene, Ethylbenzene and Xylene (BTEX) by EPA Method 8020M <br /> I <br /> The samples were analyzed on a 5-day turnaround time. <br /> i IN <br /> 20-2245-32.E01/2017R720 Page 3 of <br /> © 1997, Kleinfelder, Inc. November 18, 1997 <br />
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