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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 /> Flush-Mount(or Subgrade) Completions <br /> Before installing any street box or vault over a well,confirm all clearances between the well cap and inside <br /> vault lid and the final height of the vault top above ground surface.Where installations are in parking lots, <br /> roads, concrete slabs, etc., consider the final height of the surrounding surface. <br /> Set and cement into position a street box or vault, usually one inch to a few inches above ground surface, <br /> depending on design requirements. Raise the top of the street box or vault slightly above grade, and the <br /> cement sloped to grade to promote surface drainage away from the well. <br /> 4.4 Temporary Monitoring Wells <br /> 4.4.1 Temporary Well Materials <br /> Materials used in installing temporary monitoring wells are the same standard materials used in the <br /> installation of permanent monitoring wells. <br /> Sand used for the filter pack (if any) should be as specified in the work plan. The well screen and casing <br /> should be stainless steel(for ruggedness and suitability for steam cleaning and solvent rinsing)or polyvinyl <br /> chloride. Appropriate Quality Assurance (QA) and Quality Control (QC) must be performed to ensure no <br /> introduction of contaminants. <br /> 4.4.2 Temporary Well Borehole Construction <br /> Ensure that borehole construction for temporary wells is of sufficient diameter to accommodate the well <br /> casing and associated well construction materials. <br /> For well installation in an open borehole using a drill rig, ensure the annular space is approximately 2 <br /> inches to allow the uniform deposition of well materials around the screen and riser and allow the passage <br /> of tremie pipes and well materials without unduly disturbing the borehole wall. Alternatively, boreholes <br /> may be constructed using hand augers or portable powered augers (generally limited to depths of ten <br /> feet or less). If a drill rig is used to advance the borehole,the augers must be pulled back the length of the <br /> well screen or entirely removed before sampling. <br /> When hand augers are used, the borehole is advanced to the desired depth (or to the point where <br /> borehole collapse occurs).When borehole collapse occurs, the auger bucket is typically left in the hole at <br /> the point of collapse while the temporary well is assembled above ground. When the well is completely <br /> assembled, a final auger bucket of material is quickly removed, and the well is immediately inserted into <br /> the borehole, pushing, as needed,to achieve maximum penetration into the saturated materials. <br /> 4.4.3 Temporary Monitoring Well Types <br /> Temporary monitoring wells are constructed in various ways depending on project requirements and site <br /> conditions. A few acceptable examples are described below. Because temporary well purposes and <br /> construction are project-specific, detailed procedures for construction should be included in project work <br /> plans. <br /> 1. No Filter Pack.After the borehole is completed,the casing and screen are simply inserted.This is <br /> the least expensive and fastest well to install. Note: This type of well is extremely sensitive to <br /> Page 14 of 16 <br />
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