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2900 - Site Mitigation Program
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PR0508462
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Last modified
1/30/2020 3:05:48 PM
Creation date
1/30/2020 11:03:42 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0508462
PE
2960
FACILITY_ID
FA0008093
FACILITY_NAME
CONTINENTAL GRAIN CO
STREET_NUMBER
9504
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
FRENCH CAMP
Zip
95231
CURRENT_STATUS
01
SITE_LOCATION
9504 S HARLAN RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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• Page 4 <br /> filter pack will be placed in the screen interval to two feet above the well screen. Two <br /> feet of hydrated bentonite pellets will be placed above the filter pack and the well <br /> finished to the subsurface with grout. Each of these extraction wells will be finished with <br /> 12" x 12" heavy duty, H-20 load rated flush mounted manholes (see Figure 4). EHD <br /> personnel will be on site during the well installation/grouting process. <br /> Soil samples will be collected at five-foot intervals with a split spoon sampler for <br /> lithologic determination. <br /> 4.3 Monitorine Well Construction <br /> The boring conducted for installation of the monitoring well (MW-13B) shall be <br /> conducted with HSA to install an 80-foot-deep well that is constructed of 2-inch sch 80 <br /> PVC with a 20 foot 0.01-inch slot screen between 60 feet and 80 feet bgs. The well will <br /> be constructed through the auger and a filter pack will be placed as the auger is retracted. <br /> The sand filter pack will be placed in the screen interval to two feet above the well <br /> screen. Two feet of hydrated bentonite pellets will be placed above the filter pack and <br /> the well finished to the surface with grout mixture. The monitoring well shall have a <br /> threaded cap and finished with a 12" x 12" heavy duty, H-20 load rated flush mounted <br /> manholes (see Figure 5). EHD personnel will be on site during the well <br /> installation/grouting process. <br /> Soil samples will be conducted at five-foot intervals using a split spoon sampler for <br /> lithologic determinations. <br /> 5. Well Development and Survey <br /> After the wells are installed and 24 hours after the grout seal is in place, each well will be <br /> developed. Development will consist of bailing/pumping to remove fine-grained material <br /> inside the well. Development will continue until the field parameters of pH, temperature, <br /> and electrical conductivity stabilize. The development water will be contained in the <br /> Baker tank on site and then properly disposed. Once completed, the new extraction <br /> wells, injection wells, and monitoring well will be surveyed in a format compatible with <br /> the GeoTracker database. <br /> 6. Reyortine <br /> After completion of the well constructions, AGE and Huff & Huff will prepare the <br /> necessary reports required under the schedule of the MRP. These reports will include all <br /> information requested in the MRP, including a summary of the well installation activities, <br /> well completion logs, and a figure showing the new well locations. In addition, the <br /> GeoTracker database will be updated with the new well data. <br /> After the field activities are completed, AGE will prepare the California Department of <br /> Water Resources Well Completion Reports for the installation of the new wells. <br /> R;\CONTGRAN\CC14Cmgill\French Camp\GW Recirculation Pilot Study Work Plan October 2007\Well Installation Work Plan-Pmnch Camp Grain <br /> Elevator 0125 Og.doc <br />
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