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120 (STATE ROUTE 120)
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21801
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2900 - Site Mitigation Program
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PR0516259
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Last modified
11/19/2024 4:01:48 PM
Creation date
4/1/2020 3:39:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516259
PE
2960
FACILITY_ID
FA0012534
FACILITY_NAME
BARREL TEN QUARTER CIRCLE LAND CO
STREET_NUMBER
21801
Direction
E
STREET_NAME
STATE ROUTE 120
City
ESCALON
Zip
95320
APN
20525002
CURRENT_STATUS
01
SITE_LOCATION
21801 E HWY 120
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Kennedy/Jenks Consultants <br /> 3. Ensure that filter pack sand for the well extends to approximately 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 a 2-to 3-foot thick bentonite pellet seal above the sand pack, as the auger and/or casing <br /> is removed from the boring. If the seal is placed above the water table, the bentonite pellets <br /> 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 neat cement, to a depth of <br /> approximately 1 foot below ground surface. If the water level is higher than the seal, or the <br /> casing is installed in an open borehole, use a tremie 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 24 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 Consultants purge and sample form (attached). Information to be recorded <br /> includes, but is not 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 /> Monitoring Well Installation Work Plan, C-2 <br /> Barrel Ten Quarter Circle Land Company, Escalon, California <br /> VASFOVGroupsVIS-GroupAAdnlin\Job103A01--0118.27_BTOCLCA09-ReportslMW-Install-WPInAAppendlxVAPP_C.doc <br />
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