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ACAMPO
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4579
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3500 - Local Oversight Program
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PR0543361
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Last modified
10/22/2018 2:06:16 PM
Creation date
10/22/2018 1:31:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0543361
PE
3528
FACILITY_ID
FA0003573
FACILITY_NAME
A & M MARKET*
STREET_NUMBER
4579
Direction
E
STREET_NAME
ACAMPO
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
01703053
CURRENT_STATUS
02
SITE_LOCATION
4579 E ACAMPO RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
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EHD - Public
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FIELD PROCEDURES; _ <br /> E <br /> Site Health and Safety <br /> Field work performed by Quorum is conducted in accordance with a Site Safety Plan which <br /> describes the basic safety requirements for the subsurface environmental investigation and <br /> the drilling of soil borings at the work site. The Site Safety Plan is applicable to personnel. <br /> of Quorum and to subcontractors of Quorum. Personnel'ischeduled to work at.the site are <br /> briefed on the contents of the Site Safety Plan before work begins. A copy of the Site <br /> Safety Plan is kept at the work site and is available for ieference by appropriate parties. <br /> The staff geologist of Quorum is the Site Safety Officer.u <br /> Field Instruments 4 <br /> Quorum Environmental Consultants, Inc. uses a photoiomzation:detector (PID) in the field <br /> to screen samples for laboratory analysis and to make general evaluations of the extent of <br /> hydrocarbon-bearing soil at the site. These instruments measure the total concentration of <br /> ionizable compounds (including hydrocarbons) in vapor emitted from soil or water samples <br /> under ambient field conditions. Variations in soil type, soil temperature, moisture content, <br /> ambient air temperature, and vapor pressures of respective constituents affect the results. <br /> Laboratory analysis involves extraction of hydrocarbons from the sample under controlled <br /> laboratory conditions. As a result, readings obtained with!a PID may not correspond to the <br /> results obtained by laboratory analyses. The geologist must evaluate the relative merit of <br /> the measurements made with a PID and the laboratoiy analyses in light of the field <br /> conditions existing at the site and the differences between field and laboratory methods. <br /> ,3 <br /> Drilling Methods <br /> �i <br /> Before drilling begins, Underground Service Alert is notified of our intent to drill, so that <br /> approximate locations of underground utility lines and structures can be marked. The soil <br /> borings are hand-augered to a depth of 5 feet before,1 drilling began to minimize the <br /> possibility of damaging underground utilities. <br /> The borings are drilled with.a Mobile B-61 or similar drill rig, equipped with 8- or 10-inch- <br /> diameter, continuous flight, hollow-stem augers. The augers are steam-cleaned prior to use <br /> in each boring to minimize the possibility of cross-contamination. .Sampling equipment is <br /> cleaned between uses by washing with Alconox (an industrial soap) and rinsing with clean <br /> tap water. <br /> Soil samples will be collected using a California-modified, split-spoon sampler equipped with <br /> cleaned brass sleeves. During drilling samples will be collected by advancing the auger to <br /> a point immediately above the sampling depth and driving the sampler through the auger <br /> into the native soil. The sampler will be driven 18 inchesor to refusal with a standard 140- <br /> pound hammer repeatedly dropped 30 inches. The numlier of blows required to drive the <br /> sampler each successive 6-inch interval will be counted and ,recorded to give an <br /> i _ <br /> F <br /> i <br /> ki <br /> ;i <br />
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