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2900 - Site Mitigation Program
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PR0526080
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Last modified
5/18/2020 8:53:14 AM
Creation date
5/18/2020 8:47:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0526080
PE
2965
FACILITY_ID
FA0017647
FACILITY_NAME
RIVERBANK WASTEWATER TREATMENT PLNT
STREET_NUMBER
23865
Direction
S
STREET_NAME
SANTA FE
STREET_TYPE
RD
City
RIVERBANK
Zip
95367
CURRENT_STATUS
01
SITE_LOCATION
23865 S SANTA FE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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• <br /> • <br /> • 2. Proposed Monitoring Well Locations <br /> • <br /> • Based on the southerly direction of groundwater flow, the new upgradient well (MW-10) <br /> • will be located immediately north of ponds P-1 and P-2, while the down-gradient wel1ow-11 <br /> will be located immediately south(see Figure 4). The specific locations within the 11 <br /> • containment berms will be selected to provide vehicle access, as well as convenient <br /> • access for sample collection and groundwater level monitoring. <br /> • B. DRILLING DETAILS <br /> • <br /> • This selection provides a description of the equipment that will be used to construct the <br /> • monitoring wells, along with associated drilling activities. <br /> • 1. Drilling Equipment <br /> • The wells will be drilled using a hollow-stem auger. The drilling contractor will be <br /> • required to hold a valid Class C-57 California Contractor's License. A permit for <br /> installation of the wells will be obtained from the San Joaquin County Environmental <br /> • Health Department. The borehole will be drilled until groundwater is encountered,plus a <br /> • maximum of approximately 20 ft. Based on a berm elevation of 100 ft and the <br /> • groundwater elevations presented in Figures 2 and 3, it is expected that the boreholes will <br /> be from 40 to 50 feet deep. The well borehole will be approximately 12 inches in <br /> • diameter, to allow for adequate space for the gravel pack and well casing. All cuttings <br /> • will be disposed of by spreading onsite. Drilling equipment will be washed at each <br /> • monitoring well site to avoid soil cross-contamination. Well casings will be inspected to <br /> • ensure they are clean when installed. <br /> • 2. Well Installation Activities <br /> • The well boring will be logged under the direct supervision of a professional geologist. <br /> • As determined by the geologist, analyses will be conducted on selected formation <br /> • samples (typically every five feet). The well log will include the general character, type, <br /> • and depths of materials penetrated, and any pertinent observations on the depths of water- <br /> bearing horizons, or other data that may assist in the interpretation of the subsurface <br /> geology. <br /> • As part of the log, the geologist will accurately determine the depth from which cuttings <br /> • and fluid samples are taken for analysis. A well installation report will be included with <br /> the log and will show,by depth, the bottom of the boring, screen location, granular <br /> • backfill, seals, grout, cave-in, and height of protective casing above ground surface. The <br /> • actual composition of the granular backfill, seals, and grout will be recorded on the well <br /> • detail. The well log sketch will include the protective casing detail, details on the size <br /> and type of screen used, and centralizer design (if used). Any variations in the proposed <br /> • well design will be noted, with the depths at which such changes are required. <br /> • <br /> • <br /> • <br /> • Riverbank WWTP Workplan Nolte Associates,Inc. <br /> • March 2005 2 \\SasO\project\SA1542\mon_well\new\gwmwiwp\wp.doc <br /> • <br />
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