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2900 - Site Mitigation Program
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PR0523363
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Last modified
2/5/2020 8:24:31 PM
Creation date
2/5/2020 4:31:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523363
PE
2965
FACILITY_ID
FA0015787
FACILITY_NAME
SIERRA HILLS PACKING
STREET_NUMBER
4505
Direction
N
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
08917052
CURRENT_STATUS
01
SITE_LOCATION
4505 4799 N JACK TONE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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October 1, 2004 <br /> NOA Project Number: LE03-034 <br /> 2) Emergency Treatment. In the event that an injury occurs to any or all of the <br /> monitoring well installation team, they will be transported to the nearest hospital that <br /> provides emergency room services (Dameron Hospital, 420 W. Acacia St., Stockton, <br /> 209-461-3196) <br /> 2.0 DRILLING DETAILS <br /> Neil O. Anderson &Associates, Inc.,will provide all necessary equipment and materials for drilling <br /> and installing the ground-water monitoring wells to the proposed design depth. The drilling and <br /> logging procedures are described next. <br /> 2.1 Drilling Method <br /> The ground-water monitoring wells will be excavated using a Mobile B53 truck mounted hollow <br /> stem auger drilling rig equipped with 6 1/2 inch outside diameter auger. The drilling equipment will <br /> be operated by Neil O. Anderson&Associates, Inc. of the Lodi, CA office. The subsurface strata <br /> will be sampled with an SPT sampler between every 5 to 10 feet. The soil cuttings brought to the <br /> surface will be examined and disposed on-site by spreading on the surface around the well casing. <br /> 2.2 Logging Methods <br /> A geologist or engineer will log the subsurface soil and ground water conditions encountered.at each <br /> monitoring well location. The subsurface strata will be satripled with an SPT sampler between every <br /> 5 to.10 feet. The soil materials encountered will be logged consistent with the Unified Soils <br /> Classification System. Representative soil samples will be taken and placed into sealed containers for <br /> further analysis. The depth to first ground water will be measured and recorded when it has <br /> stabilized. <br /> After completion of the wells, ground-water depths and elevations will be measured relative to the <br /> well casing reference notch elevation, described below in Section 5.0. <br /> 3.0 MONITORING WELL DESIGN <br /> We recommend that the ground-water monitoring wells be constructed according to the design and <br /> materials described next. After approval of the work plan from the Board,proper permits and <br /> approval of the workplan will be required from the San Joaquin County Environmental Health <br /> Department prior to beginning work. The San Joaquin County Public Health Services <br /> Environmental Health Department's document titled Well Standards was reviewed for County <br /> requirements. <br /> 4 <br />
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