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ARCHIVED REPORTS_XR0005074
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545571
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ARCHIVED REPORTS_XR0005074
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Last modified
9/16/2020 1:59:56 AM
Creation date
3/18/2020 3:50:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005074
RECORD_ID
PR0545571
PE
3528
FACILITY_ID
FA0003570
FACILITY_NAME
BOBS MUFFLER & RADIATOR
STREET_NUMBER
466
STREET_NAME
MOFFAT
STREET_TYPE
BLVD
City
MANTECA
Zip
95336
APN
22104019
CURRENT_STATUS
02
SITE_LOCATION
466 MOFFAT BLVD
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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10 August 1999 <br /> • AGE-NC Project No. 98-0520 <br /> Page 2 of d <br /> Geologist in accordance with the (Preliminary Site Assessment Work Plan) 30 November 1998, <br /> prepared by AGE. <br /> 3.L ADVANCEMENT OF SOIL PROBE BORINGS <br /> Soil probe borings were advanced using AGE's van-mounted Geoprobe 5400 direct-push probing <br /> unit equipped with 1.25-inch probing rods. The Geoprobe advances soil probe borings using a <br /> hydraulic or pneumatic hammer to drive soil and ground water sampling.tools to specified depths. <br /> On 05 February 1999,AGE advanced four soil probe borings at the site. Probe borings B-1 and B-2 <br /> were advanced within the former UST No.2 and No. 1 excavations to depths of 40.25 and 25.25 feet <br /> bsg,respectively. Probe boring B-3 was advanced within the former waste oil UST No. 3 excavation <br /> to 20.25 feet bgs. The fourth boring, B-4 was advanced northwest of the former dispenser islands <br /> to 20.25 feet bgs. Samples were collected at five-foot intervals in each probe boring. <br /> 3.2. SOIL AND GRAB GROUNDWATER SAMPLE COLLECTION <br /> Discrete soil samples were collected using the Geoprobe push-driven 2-inch sampler fitted with four <br /> six-inch long brass sleeves at a 5-foot interval, beginning at 5 feet bsg from all soil borings. Soil <br /> samples were preserved by covering both ends of the second brass sleeve with Teflon sheets,capping <br /> .and sealing with tape. Each preserved sample sleeve was labeled with soil boring location, depth, <br /> time, date and sampler's initials and was stored in a chilled container under ice. Soil encountered <br /> in the borings were visually classified by an AGE geologist in accordance with the Unified Soil <br /> Classification System (USCS). Additionally, soil samples were field screened for the presence of <br /> volatile organic compounds using an organic vapor meter(OVM). Selected soil samples were logged <br /> on a chain-of-custody, transported to a State of California Department of Health Services (DHS)- <br /> certified laboratory and analyzed for: <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Method 5030/8015M; <br /> • Total petroleum hydrocarbons quantified as motor oil (TPH-mo) in accordance with EPA <br /> Method 3550/8015M; <br /> • Volatile aromatics(benzene,toluene, ethyl benzene and xylene: BTEX)with methyl tertiary- <br /> butyl ether(MTBE) in accordance with EPA Method 8020; <br /> • Volatile hydrocarbons in accordance with EPA Method 601; and <br /> Advanced GeoEnvironmental,Inc. <br />
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