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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. 6 <br />Active monitoring by an onsite Qualified Biologist will be required during well installation activities if any <br />active burrows are found at the site or within a 100-meter buffer, or if burrowing owls are observed at <br />the site during the survey. <br />Biological surveys and monitoring is not required for well installation outside of the Sharpe boundaries. <br />3.1.5 Support Facilities <br />Support facilities include lockable containers, portable containment tanks, and bins with lids. Lockable <br />support facilities will be secured when project personnel are not onsite. An equipment decontamination <br />pad will be located in the Ahtna Environmental, Inc. site trailer parking lot, south of Building 404 (Figure <br />2). Decontamination water will be collected in portable tanks for subsequent disposal. It is anticipated <br />most of the support facilities will be located at EWNC7 and at the Central Area Groundwater Treatment <br />Plant (GWTP). Sanitation facilities will be located at the onsite Ahtna field trailer. <br />3.1.6 Security <br />Field activities will be performed within and outside the Sharpe installation boundaries. Access will be <br />limited to project personnel, subcontractor personnel, and authorized visitors. <br />3.2 Well Installation Activities <br />Groundwater extraction and monitoring wells will be installed using a truck-mounted mud rotary drill rig <br />operated by a State of California-licensed driller. The proposed well locations are included in Figures 8, 9, <br />10, and 12. Figures 2-5 show the hydrogeologic cross-section with the proposed wells in relation nearby <br />wells and groundwater plumes. <br />Proposed well construction specifications (Table 1) are based on local geology and hydrogeology, <br />groundwater contaminant concentrations and trends, construction specifications and production rates of <br />nearby existing wells, and professional judgement. Wells will be set at the following depths: <br />• EWNC7 will be set in the C Zone at approximately 145 ft bgs (Figure 13) <br />• Three monitoring wells (MW543B, MW544B, and MW545B) will be set in the B Zone at <br />approximately 70 ft bgs (Figure 14) <br />• Two monitoring wells (MW546C and MW547C) will be set in the C Zone at 85 ft bgs (Figure 14) <br />• EWA1R will be set in the A Zone at approximately 45 ft bgs (Figure 15) <br />The borehole diameter will be 16-inch nominal for extraction wells and 8-inch nominal for monitoring <br />wells. Well installation will be completed under the supervision of the Project Geologist, who will be <br />responsible for oversight of borehole logging, well installation, and development activities. General <br />procedures for borehole drilling and logging include: <br />• The well location will be verified and determined to be safe from underground utilities and <br />aboveground hazards during construction operations. <br />• Drilling equipment will be staged at each location to avoid disturbing the normal flow of traffic, <br />using safety delineators as needed. Drilling equipment will be set up in a centrally-located staging <br />area at the Ahtna office trailer.
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