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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
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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. 8 <br />The preliminary design for the proposed wells is as follows: <br />• EWNC7 (Table 1, Figure 13) <br />o Blank casing from the ground surface to 130 ft bgs <br />o Screened casing from 130 to 140 ft bgs <br />o Blank casing sump from 140 to 145 ft bgs <br />• MW543B, MW544B, and MW545B (Table 1, Figure 14) <br />o Blank casing from the ground to 60 ft bgs <br />o Screened casing from 60 to 70 ft bgs <br />• MW546C and MW547C (Table 1, Figure 14) <br />o Blank casing from ground surface to 75 ft bgs <br />o Screened casing from 75 to 85 ft bgs <br />• EWA1R (Table 1, Figure 15) <br />o Blank casing from the ground surface to 30 ft bgs <br />o Screened casing from 30 to 40 ft bgs <br />o Blank casing sump from 40 to 45 ft bgs <br />Each well will be capped with a threaded stainless steel end cap. <br />Well Screen and Centralizers <br />Well screens for extraction wells will be 10 ft of 8-inch diameter, continuous slot, wire-wrap, threaded, <br />Type 304 stainless steel. Well screens for monitoring wells will be 10 ft of 4-inch diameter Schedule 40 <br />PVC. Nominal screen apertures will be 0.020 inches for extraction wells and 0.010 inches for monitoring <br />wells. The supplier will provide clean, wrapped screened casing as described above. <br />Stainless steel centralizers will be placed at the top and bottom of the screen, and every 40 ft upward (as <br />applicable), from the top of the screen. Centralizers will not be placed within the bentonite seal. <br />Plumbness will be aided by the centralizers and by keeping tension on the well casing during construction. <br />The plumbness is checked by lowering a minimum 10-foot swab to the bottom of the well during the filter <br />pack setting phase of construction. <br />Sounding Pipe <br />The preliminary design for the extraction well includes a sounding pipe extending from the ground surface <br />to 128 ft bgs in the C Zone (EWNC7; Figure 13), and surface to 28 ft bgs in the A Zone (EWA1R; Figure 15). <br />The sounding pipe will be constructed of a 2-inch diameter, Schedule 80 PVC. The pipe surface will be free <br />of solvents, oils, grease, paint, and dirt, and will be certified clean from the factory or steam-cleaned on <br />the site before installation. Sections of pipe will be received from the supplier in polyethylene protective <br />wrappers with sealed ends to limit exposure to potential contaminants. The pipe will not be removed <br />from the wrapping before installation.
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