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WORK PLANS_PART 2 FILE 1
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WORK PLANS_PART 2 FILE 1
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Last modified
5/26/2020 2:29:55 PM
Creation date
5/26/2020 1:27:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
PART 2 FILE 1
RECORD_ID
PR0009015
PE
2960
FACILITY_ID
FA0004094
FACILITY_NAME
J R SIMPLOT (OCCIDENTAL CHEMICAL)
STREET_NUMBER
16777
STREET_NAME
HOWLAND
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19818005
CURRENT_STATUS
02
SITE_LOCATION
16777 HOWLAND RD
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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Extraction Well Installation <br /> Summary Report and Injection <br /> ARCADIS Well Installation Work Plan <br /> Former Occidental Chemical <br /> Corporation Facility <br /> Lathrop, California <br /> borehole to approximately 3 feet above the screen; 3 feet of#0/30 fine transition sand were placed <br /> above the sand pack to prevent grout from entering the sand pack.The borehole was then sealed with <br /> neat cement grout to 5 feet bgs. The well was left with a temporary well box and is awaiting vault <br /> construction associated with the future expansion of the groundwater treatment system. <br /> Water-table extraction wells EW-10, EW-11, and EW-17 were installed on January 29 and 30, 2013 <br /> using HSA drilling methodology and 12-inch augers.Wells EW-10, EW-11, and EW-17 were screened <br /> from approximately 10 to 40 feet bgs. Each well was constructed using a 6-inch-diameter 5-foot-long <br /> Schedule 80 PVC blank sump, followed by 6-inch-diameter stainless steel well screens with 0.010-inch <br /> slots. Blank 6-inch-diameter Schedule 80 PVC casing was installed from the top of the screen to <br /> approximately the ground surface. After the screen and casing were placed in the open borehole, a <br /> sand pack consisting of#2/12 Monterey sand was placed in the borehole to approximately 2 feet above <br /> the screen; 3 feet of#0/30 fine transition sand were placed above the sand pack to prevent grout from <br /> entering the sand pack.The borehole was then sealed with neat cement grout to 2 feet bgs. Each well <br /> was left with a temporary well box and is awaiting vault construction associated with the future <br /> expansion of the groundwater treatment system. <br /> 2.2.2 Well Development <br /> The new wells were developed between January 24 through March 7, 2013 by brushing,surging, <br /> airlifting, bailing,jetting, and pumping to remove fine-grained sediment and drilling fluids from the <br /> borehole and the sand pack.Temperature, pH, conductivity,turbidity, and volume removed were <br /> monitored during development. Development activities continued until all of the following were true: <br /> • visual observation indicated an improvement in the water clarity, <br /> • water-quality indicators stabilized after a minimum of 10 well casing volumes had been removed, <br /> and <br /> • no additional improvement in specific capacity was seen from development activities. <br /> Well development logs are included in Appendix B. <br /> 2.2.3 Well Replacement and Abandonment <br /> During development of extraction well EW-12B, it was discovered that the drilling mud had not been <br /> thinned appropriately prior to installing the well materials,causing the sand pack to bridge during <br /> placement and allowing neat cement grout to infiltrate the sand pack and screen. Due to the grout in the <br /> sand pack and screen, EW-12B was not a suitable extraction well and was abandoned and replaced <br /> lalhmp well ins llalion mport_final_(04-2913)d— 4 <br />
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