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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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VZ1 INC <br /> be conducted under the oversight of a State of Califor iia Registered Geologist. All geologic logs <br /> and associated field work will be conducted in accord ce with standards established by the Tri- <br /> Regional Board Guidelines for Hydrocarbon Site Ass ssment and Remediation (CRWQCB, <br /> 1991). <br /> After each monitoring well is constructed, an inspecti n will be conducted by lowering a clean <br /> bailer to the groundwater surface and retrieving a gro indwater sample. The water in each <br /> monitoring well will be examined for floating petrol un product, sheen or odor. If floating <br /> product is detected,the well will not be developed or sampled. If the well does not show floating <br /> product, it will be developed by surging with a vented surge block and pumping unit until <br /> approximately three to five well volumes are purged and stable field readings of pH, specific <br /> conductivity and temperature are obtained. After groundwater returns to approximately 90 <br /> percent of static groundwater elevation, the well will be sampled using a clean bailer and the <br /> water will be transferred to laboratory-sterilized glass receptacles. Groundwater samples will be <br /> ,�- analyzed for total petroleum hydrocarbons as gasoline and diesel fuel using USEPA Test Method <br /> j 8015(m) and for BTEX using USEPA Test Method 602. <br /> Purged groundwater and drill cuttings will be stored c nsite in 55-gallon drums. Wellhead <br /> elevations and horizontal coordinates will be surveye using appropriate methods to an accuracy <br /> of 0.01 foot vertical and 0.1 foot horizontal. All elev tions will be tied to a United States Coast <br /> and Geodetic Survey or United States Geological Survey benchmark. All survey notes will be <br /> provided, including distances measured and any verti al or horizontal angles measured. All <br /> surveying work will be conducted under the oversigh of a State of California Registered Civil <br /> Engineer or Land Surveyor. <br /> 08420010.001 10 <br />
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