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WORK PLANS_PRE 2019
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0517392
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WORK PLANS_PRE 2019
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Last modified
5/11/2021 4:30:27 PM
Creation date
5/11/2021 4:26:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
PRE 2019
RECORD_ID
PR0517392
PE
2950
FACILITY_ID
FA0013396
FACILITY_NAME
DIRKSEN PROPERTY
STREET_NUMBER
582
Direction
N
STREET_NAME
WILMA
STREET_TYPE
AVE
City
RIPON
Zip
95366
CURRENT_STATUS
01
SITE_LOCATION
582 N WILMA AVE
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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SCOPE OF WORK <br /> Permitting and Pre-Field Activities <br /> Kleinfelder will coordinate with the San Joaquin County Public Health Services Environmental <br /> Health Division to obtain necessary boring permits prior to conducting field work. Kleinfelder <br /> will request that the drilling subcontractor contact Underground Service Alert to notify local <br /> utilities of our planned activities. <br /> Field Activities <br /> Shallow Borings <br /> The Tri-Regional Board Staff Recommendations for Initial Evaluation and Investigation of <br /> Underground Tanks, 10 August 1990 guidelines state; for a routine tank removal where water is <br /> not present in the tank pit and the tank is less than 1,000 gallons,ione soil sample is required to <br /> be collected from the fill or pump end of the tank. The soil sample shall be collected from a <br /> maximum of two feet below the bottom of the tank pit excavation. Additionally, one soil sample <br /> is required to be collected for every twenty linear feet of piping. <br /> Because the exact location, depth, and construction at the UST is unknown Kleinfelder proposes <br /> to advance a total of two shallow soil borings to approximately 6 to 8 feet below the ground <br /> surface(bgs)to investigate both ends of the UST. No piping was reported for the site. The UST <br /> is estimated to be less than 4-feet wide and 6-feet long, and buried approximately 6-feet bgs. <br /> Groundwater is not anticipated to be encountered at the site. <br /> The soil samples will be collected by advancing a boring through the use of a hand auger and <br /> manual slide hammer drive sampler. The sampler will be advanced to an approximate total <br /> depth up to#feet below the surface to obtain a soil sample. Soil samples will be obtained by <br /> inserting a sample barrel, lined with a 6-inch stainless steel tube. The sample barrel will be <br /> lowered to the desired sampling depth and driven into the soil. The sample tubes will be removed <br /> and sealed with Teflon film and plastic end caps. The actual sampling locations will be <br /> dependent on access, surface conditions, and potential interference with subsurface utilities. <br /> Samples may not be able to be collected if hardpan soil, gravel beds, or buried debris is <br /> encountered. In the event that refusal occurs, an alternate method of sampling may need to be <br /> exercised. <br /> While sampling, an experienced environmental geologist will classify the subsurface soils <br /> generated by the advancing hand auger. Soil samples will be collected in stainless steel tubes <br /> and sealed with Teflon sheeting and tight fitting plastic caps. Each sample will be individually <br /> labeled and placed in an iced cooler pending transport to the analytical laboratory under chain of <br /> custody protocols. Soil cuttings generated during fieldwork will be stored in a 5 gallon bucket <br /> and left on the site pending the analytical results. The borings will be closed in accordance with <br /> PHS/EHD guidelines by grouting to the surface. <br /> 20-YP1-642/2011PI93 Page 2 of 7 <br /> Copyright 2001,Kleinfelder,Inc. July 16,2001 <br />
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