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2900 - Site Mitigation Program
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PR0542675
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Entry Properties
Last modified
2/17/2026 10:41:30 AM
Creation date
3/11/2025 2:50:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0542675
PE
2954 - USEPA - SITE PROJECT
FACILITY_ID
FA0024553
FACILITY_NAME
SHARPE ARMY DEPOT
STREET_NUMBER
700
STREET_NAME
ROTH
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19802001
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
700 ROTH RD LATHROP 95330
Tags
EHD - Public
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Groundwater Well Installation Standard Operating Procedure <br /> SWE-FSOP-601;Revision 1 Ahtna Southwest Environmental Operations <br /> 4.2.3 Mobilization <br /> Once the site is prepared, the rig is mobilized and located over the borehole. <br /> • The drill rig is mobilized to the site and located over the borehole location <br /> • The drill rig is leveled with a set of hydraulic pads attached to the front and rear of the drill rig <br /> • The driller should always raise the mast slowly and carefully to prevent tipping or damaging the <br /> rig and avoid obstructions or hazards <br /> 4.3 Well Installation Procedures <br /> 4.3.1 Drilling <br /> The following procedures assume that the drilling of the borehole occurred per the project work plan and <br /> appropriate SOPS (see SWE-FSOP-300 Series [various drilling methods]). <br /> During fieldwork,the Field Geologist will generally: <br /> • Observe and monitor rig operations <br /> • Conduct all health and safety monitoring and sampling, and supervise health and safety <br /> compliance <br /> 4.3.2 Borehole Preparation <br /> At total depth, remove soil cuttings through circulation or rapidly spin the augers before constructing the <br /> well. Review logs and notes with the driller for any zones or depths exhibiting drilling problems that may <br /> affect the well installation. Condition the hole or take other actions mutually agreed upon by the Field <br /> Team (FTL, PL, Field/Project geologist, driller)to aid in the well installation. <br /> Remove the drill pipe and bit if using rotary techniques, or remove the center bit if using the hollow stem <br /> auger technique. Install the well construction materials inside the open borehole or through the drive <br /> casing or augers center. <br /> Measure the total depth of the completed boring using a weighted sounding line. The borehole depth is <br /> checked to assure that formation material has not heaved to fill the borehole. If heaving has taken place, <br /> discuss cleaning, re-drilling, or installation options in the open section of the boring with the Field Team <br /> (FTL, PL, Field/Project geologist, or driller). <br /> 4.3.3 Grouting Overdrilled Boreholes <br /> If the hole was over drilled to a depth greater than needed for well installation, backfill material such as <br /> grout, bentonite pellets, or bentonite chips (as specified in the project work plans) may be added to the <br /> bottom of the boring to raise the bottom of the hole to the desired depth. <br /> • Before placing materials, confirm the borehole dimensions and calculate the estimated volume <br /> of material required, including allowances for hydration of dry materials. <br /> • Closely monitor the progress of borehole backfilling by frequently tagging the level in the <br /> borehole and comparing against estimated fill quantities.This is especially important if <br /> irregularities in the borehole are suspected (e.g.,voids, sloughing). <br /> Page 10 of 16 <br />
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