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SR0084051 (4)
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SR0084051 (4)
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Last modified
10/26/2022 1:19:52 PM
Creation date
10/26/2022 1:17:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
SR0084051
PE
2903
FACILITY_ID
FA0024553
FACILITY_NAME
SHARPE ARMY DEPOT OFF SITE EXTRACTION WELL INSTALLATION
STREET_NUMBER
700
STREET_NAME
ROTH
STREET_TYPE
RD
City
LATHROP
Zip
94523
APN
19802001
ENTERED_DATE
8/10/2021 12:00:00 AM
SITE_LOCATION
700 ROTH RD
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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Groundwater Well Installation Work Plan Sharpe Army Depot <br /> Lathrop, California <br />Ahtna Environmental, Inc. 7 <br />• A hand auger will be used to advance the borehole from 0 to 5 ft bgs to check that underground <br />utilities are not present at each borehole location. <br />• During drilling, soil cuttings collected from the shaker will be classified in general accordance with <br />ASTM D2488-17, Standard Practice for Description and Identification of Soils (Visual-Manual) <br />Procedures (ASTM, 2017). <br />• Discrete soil samples will be collected according to Section 3.2.7. <br />Drilling equipment will be decontaminated at the driller’s work yard via steam-cleaning and rinsing with <br />potable water before entering the site. Downhole materials will be wrapped in plastic to remain clean. <br />Drilling equipment brought to the site will be in operable condition and free of leaks in the hydraulic, <br />lubrication, fuel, and other fluid systems. Downhole equipment and tools will be cleaned and <br />decontaminated before remobilizing the rig to the next well location and will be maintained in a clean <br />condition throughout well installation activities. Downhole drilling equipment will be: <br />• Cleaned of caked drill cuttings, soil, or other materials using a brush <br />• Steam-cleaned using a hot water high-pressure washer <br />• Rinsed with potable water before being used downhole and between boreholes <br />Decontaminated equipment will be kept off the ground by storing on clean metal racks (not wooden <br />pallets) or wrapped in plastic. <br />3.2.1 Well Construction <br />Well construction activities and materials will conform to the sections below. Special consideration and <br />care will be taken during construction to ensure that the casing and screen are joined correctly, and in a <br />manner that does not place excess pressure or stress on each joint. Well construction diagrams for the <br />extraction wells and monitoring wells are presented in Figures 13-15. The drilling subcontractor will have <br />a State of California C-57 license, and a copy of the certificate will be kept onsite. <br />Each well boring will be advanced to its total depth using a truck-mounted mud rotary drill rig. Downhole <br />equipment, tools, and well materials will be free of solvents, oils, grease, paint, and dirt before installation. <br />If the supervising Project Geologist determines that the well screen or casing is not clean, steam-cleaning <br />of the drill bit and rods, well screen and casing, or other equipment and tools will be performed before <br />installation. <br />Well Casing <br />Blank well casing for extraction wells will be flushed-threaded 8-inch diameter, Schedule 80 polyvinyl <br />chloride (PVC). Blank well casing for monitoring wells will be flushed-threaded 4-inch diameter, Schedule <br />40 PVC. Sections of casing will be received from the supplier in polyethylene protective wrappers with <br />sealed ends to limit exposure to potential contaminants. The casing will not be removed from the <br />wrapping until installation. After the borehole has been drilled to the proposed total depth, the well <br />screen and casing will be lowered into the center of the borehole. The well screen and casing will be plumb <br />and centered in the hole by use of centralizers placed at the top and bottom of the screened interval, as <br />described below. <br />
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