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3500 - Local Oversight Program
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PR0544476
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Last modified
5/17/2019 3:43:03 PM
Creation date
5/17/2019 3:37:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544476
PE
3528
FACILITY_ID
FA0007904
FACILITY_NAME
HENRY HANSEN PROPERTY
STREET_NUMBER
200
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
200 S CHEROKEE LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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■ Z1 INC <br /> described in Appendix IV. After each soil boring and or geoprobe boring is completed, an <br /> inspection of the soil boring will be conducted by low ring a clean bailer to the groundwater <br /> i <br /> surface and retrieving a groundwater sample. The water in each soil boring will be examined for <br /> floating petroleum product, sheen or odor. If floating product is detected, the soil boring will not <br /> be sampled. <br /> If no floating product is present, a groundwater sampk will be collected using a clean bailer or <br /> pump. The groundwater sample will be transferred to laboratory-sterilized glass receptacles (40 <br /> ml VOAs). Samples will be labeled and placed in ice coolers for transport to a California state- <br /> certified <br /> tate- <br /> certifed analytical laboratory under chain-of-custody documentation. Purged groundwater and <br /> drill cuttings will be stored onsite in 55-gallon drums. <br /> Should soil hydrocarbon contamination be significant in terms of threat to local groundwater, <br /> PHSEHD may require a groundwater site characterization investigation. If required,the <br /> �-� groundwater phase of the site characterization investigation will initially include approximately <br /> t three groundwater monitoring wells to be installed on the property. Additional wells may be <br /> required to define the lateral and vertical extent and flow gradient of the contaminated <br /> groundwater. Hydropunch and/or temporary groundwater monitoring wells may be utilized to <br /> help establish lateral delineation of the contaminated roundwater without establishing <br /> permanent groundwater monitoring wells. The locati ns of proposed groundwater monitoring <br /> wells will be made on quarterly status reports (QSR' ) that will be submitted at the conclusion of <br /> the soil investigation. <br /> The groundwater monitoring wells will be drilled using a drill rig equipped with a minimum <br /> eight-inch-diameter hollow-stem auger and capable of completing a two-inch-diameter <br /> monitoring well. The monitoring wells will be constiucted using flush jointed,two-inch- <br /> diameter, Schedule 40 polyvinyl chloride (PVC) casing. No chemical cement, glue or solvent <br /> will be used in the well construction. The base of each well will be fitted with a PVC plug. The <br /> screened portion of the well will consist of factory-p rforated casing with 0.010-inch-wide slots. <br /> 08420010.001 S <br />
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