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VIA NICOLO
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2900 - Site Mitigation Program
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PR0516772
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Last modified
6/1/2020 12:35:35 PM
Creation date
6/1/2020 12:29:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516772
PE
2965
FACILITY_ID
FA0012793
FACILITY_NAME
MUSCO OLIVE LAND APP/TITLE 27
STREET_NUMBER
17950
Direction
W
STREET_NAME
VIA NICOLO
STREET_TYPE
RD
City
TRACY
Zip
95377
APN
20911032
CURRENT_STATUS
01
SITE_LOCATION
17950 W VIA NICOLO RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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KennedVAenks Consultants <br /> 3. Ensure that filter pack sand for the well extends to approximately 2 - 3 feet above the top of the <br /> screened interval. <br /> 4. If required in the well construction permit, notify the appropriate inspector prior to placing the <br /> well seal. <br /> 5. Place at least a 5-foot-thick bentonite pellet seal above the sand pack, as the auger and/or <br /> casing is removed from the boring. If the seal is placed above the water table, the bentonite <br /> pellets must be hydrated with potable water prior to placement of the annular seal. <br /> 6. Fill the remainder of the annulus between the well casing and the borehole wall with <br /> cement/bentonite grout(with approximately 5 percent bentonite), or a high-solids bentonite <br /> slurry (11 to 13 pounds per gallon), to a depth of approximately 1 foot below ground surface. If <br /> the water level is higher than the seal, use a tremmie pipe to place the grout. <br /> 7. Install either a threaded cap or a locking watertight expansion plug on the monitoring well. Place <br /> a steel hasp-locking well housing over the top of the well and cement it into the annulus of the <br /> boring. <br /> 8. Place a traffic-rated precast concrete or steel well enclosure approximately 1 to 2 inches above <br /> grade, and cement it into place with concrete. Have a concrete apron constructed around the <br /> well housing enclosure to facilitate runoff. <br /> 9. For aboveground completion, ensure that the well casing extends approximately 3 feet above <br /> ground surface. An 8-inch-diameter hasp-locking steel well housing surrounds the well casing. <br /> Traffic bollards can be installed around the well housing as necessary. <br /> 10. Repeat Steps 1 through 9 for all monitoring wells at site. <br /> 11. Following the curing of the grout (approximately 48 hours), each monitoring well is developed. <br /> Prior to development activities, measure the depth in each well to static water level and total <br /> casing depth. <br /> 12. During development of each well, ensure that field parameters and observations are recorded <br /> on a Kennedy/Jenks' purge and sample form. Information to be recorded includes, but is not <br /> limited to, the following items: <br /> Depth to water <br /> Development time and volume <br /> Development (flow) rate <br /> pH, temperature, specific conductivity, and turbidity <br /> Other observations, as appropriate (e.g., color, presence of odors, or sheen) <br /> 13. Develop each monitoring well until water of relatively low turbidity is removed from the casing. <br /> 14. First, clear the well of fines with a bailer or pump. <br /> Appendix D Work Plan for Improved Detection Monitoring Program <br /> Page D-2 Musco Family Olive Company, Tracy, California <br /> g4 .p1admt V4 IOMX104 G pWwp i.%appdxd da <br />
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