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2900 - Site Mitigation Program
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PR0506824
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Last modified
4/7/2020 3:00:21 PM
Creation date
4/7/2020 2:49:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0506824
PE
2960
FACILITY_ID
FA0007648
FACILITY_NAME
DDRW - SHARPES
STREET_NUMBER
850
Direction
E
STREET_NAME
ROTH
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19802001
CURRENT_STATUS
01
SITE_LOCATION
850 E ROTH RD BLDG S-108
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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FINAL • DDRW- arpe Well Installation Work Plan <br /> development, and the average pumping rate identified as being essential to ongoing DDRW- <br /> during development. Sharpe programs. <br /> 5.2 Groundwater Sampling and 7.0 MONITORING WELL <br /> Analysis ABANDONMENT <br /> Groundwater sampling will occur two weeks 7.1 Tables 7-la and 7-lb presents the <br /> after monitoring well development.The construction specifications for the 37 <br /> appropriate groundwater sample analyses will monitoring, extraction, and dewatering wells <br /> be determined after well installation and recommended for abandonment during this field <br /> submitted to the contracting officer for effort (on- and off-installation, respectively). <br /> approval. All sampling should be performed in The wells will be abandoned by filling the well <br /> accordance with the procedures outlined in the with bentonite-cement grout using procedures <br /> Comprehensive Field Work Plan. required under the California Administrative <br /> Rules of Water Well Drillers and Article 56 of <br /> 5.3 Well Location SurveVing EPA 57019-75-0001 and those outlined in the <br /> Comprehensive Field Work Plan. <br /> Coordinates and elevations will be established <br /> for the brass marker on the top of the concrete 7.2 All wells will be inspected prior to <br /> pad of each monitoring well or piezometer.Top abandonment to determine the condition and <br /> of casing elevation will also be determined. verify the details of construction. All abandon- <br /> Horizontal coordinates will be determined to the ment procedures will be performed in <br /> closest 1.0-foot and referenced to the State accordance with federal, state, and county <br /> Plane Coordinate System,Zone 3,North regulations in order to assure quality of the <br /> American Datum of 1983, feet. Ground and top groundwater is protected and possible physical <br /> of casing elevations to the closest 0.1-foot and hazard to humans is eliminated. <br /> 0.01-foot, respectively will be obtained at each <br /> well.These elevations should be referenced to 8.0 MONITORING WELL <br /> the National Geodetic Vertical Datum of 1988. . MAINTENANCE <br /> 6.0 SURVEYING OF EXISTING During a wrap-up meeting held after the <br /> WELLS completion of the First Quarter 1996 Well <br /> - Monitoring Program, a recommendation for <br /> A total of 72(active and abandoned) archived maintenance of 133 existing monitoring wells <br /> and abandoned monitoring,extraction, and was made.The maintenance requirements for <br /> potable water wells have missing survey each well is presented in Attachments 3a and 3b. <br /> information and will be resurveyed during this <br /> field effort.The three groundwater treatment 9.0 INJECTION WELLS <br /> plants,four canals and sloughs, and other EVALUATION <br /> existing landmarks will also be surveyed. <br /> Attachment 1 lists those wells and other 9.1 The Central Area Groundwater Treatment <br /> landmarks requiring location surveying Plant is designed to treat 750 gallons per minute <br /> according to the procedures described in Section (gpm) of groundwater and return the treated <br /> 5.3. Attachment 2 lists wells with missing groundwater to the source aquifer through ten <br /> information that will be obtained using Global injection wells. Five wells are for injection into <br /> Positioning System(GPS).Horizontal will be the A Zone and Five wells are for injection into <br /> determined to the closest 1.0 cm using GPS and the B/C Zone (Figure 9-1). <br /> ground and top of casing elevations will be <br /> determined to the closest 3.0 cm. The missing <br /> information listed in Attachment 1 and has been <br /> S-SSWP.DOC 9 September 1996 <br />
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