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ARCHIVED REPORTS_WORK PLANS
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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W
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WALNUT GROVE
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8960
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2900 - Site Mitigation Program
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PR0506456
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ARCHIVED REPORTS_WORK PLANS
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Last modified
6/22/2020 8:10:10 AM
Creation date
6/22/2020 7:52:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
WORK PLANS
RECORD_ID
PR0506456
PE
2950
FACILITY_ID
FA0007437
FACILITY_NAME
M & K GAS STATION
STREET_NUMBER
8960
Direction
W
STREET_NAME
WALNUT GROVE
STREET_TYPE
RD
City
THORNTON
Zip
95686
APN
00115029
CURRENT_STATUS
02
SITE_LOCATION
8960 W WALNUT GROVE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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.i <br /> FIELD PROCEDURES <br /> ii <br /> i <br /> �i <br /> Safety plan <br /> The Site Safety Plan describes the basic safety requi ements for the subsurface investigation at: <br /> the site. The Site Safety Plan is applicable to personn 1 of Ground Zero Analysis, Inc. (Ground <br /> Zero) and to subcontractors of Ground Zero. Person 1 scheduled to work at the site are briefed <br /> on the contents of the Site Safety Plan before work begins. A copy of the Site Safety Plan is <br /> kept at the work site and be available for reference y appropriate parties during work at the <br /> site. A technician from Ground Zero will be designated the on-site Safety Officer. ;I <br /> Hgnd-Augering Soil Borings I <br /> ii <br /> Soil borings will be hand-augered to a depth of approximately 8-10 feet below grade. The l <br /> equipment is cleaned before augering the borings to minimize the possibility of cross- r <br /> contamination. Holes are cut in the surface material ( oncrete or asphalt) to allow access to the <br /> soil. Upon completion and after sampling, the borigs are then grouted to surface with neat <br /> cement. <br /> 'M <br /> The drilling is performed under the guidance of a fi ld geologist. Soil encountered is logged <br /> using visual and manual methods as drilled using the Unified Soil Classification System. A <br /> photoionization detector (PID) is used if necessary to evaluate soil samples for gasoline <br /> hydrocarbons. Field instruments such as the PID aie useful for indicating relative levels of <br /> gasoline hydrocarbon vapors but do not detect the conc tration of gasoline hydrocarbons present <br /> with the same precision as laboratory analyses. Subjective evidence of gasoline hydrocarbons <br /> such as soil discoloration or obvious odor are noted. <br /> Soil Sampling in Borings !p <br /> Soil samples are collected at specified depths from the ground surface to the total depth of the <br /> borings. The soil samples are collected by advancing the boring to a point immediately above <br /> the sampling depth, and then driving a percussion sampler containing a brass sleeve into the <br /> relatively undisturbed soil. The sampler and brass sleeves are washed thoroughly with a <br /> laboratory-grade, non-phosphatic detergent and water before each use. <br /> Il <br /> Sample Labeling and Handling, I� <br /> .i <br /> Soil samples selected for possible laboratory analysis are removed from the sampler and quickly <br /> sealed in their brass sleeves with Teflon sheets and plastic caps. The respective sample °I <br /> containers are labeled in the field with the job number, sample location, depth if applicable, and <br /> date, and promptly placed in iced storage for transport to the laboratory. Chain of Custody <br /> Records are initiated in the field by the geologist and accompany the samples to a laboratory i I€ <br /> certified by the State of California to perform the analyses requested. <br /> g rowtdzelmisclmunser.wkp <br /> i'. <br /> i; <br /> I� a <br /> I <br /> II <br />
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