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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 /> turbidity fluctuations because there is no filter pack. Take care not to disturb the casing during <br /> purging and sampling. <br /> 2. Traditional Filter Pack. The screen and casing are inserted into the borehole, and the sand is <br /> poured into the annular space surrounding the screen and casing. Note: Occasionally, it may be <br /> difficult to effectively place a filter pack around shallow open boreholes due to collapse. This <br /> method requires more sand than the "inner filter pack."As the filter pack is placed, it mixes with <br /> the muddy water in the borehole, which may increase the amount of time needed to purge the <br /> well to an acceptable level of turbidity. <br /> 3. Well-in-a-Well.The borehole is advanced to the desired depth.A 1-inch well screen and sufficient <br /> riser are inserted into a 2-inch well screen with sufficient riser and then centered. Filter pack <br /> material is then placed into the annular space surrounding the 1-inch well screen, approximately <br /> 6 inches above the screen.The assembled well is then inserted into the borehole. <br /> Temporary wells are commonly used for short periods(days/weeks)and should be decommissioned when <br /> no longer needed. See FSOP-603 Well Decommissioning for procedures. <br /> 4.5 Demobilization/Site Restoration <br /> All debris generated by the drilling operation/well construction should be disposed of appropriately.The <br /> site should be cleaned, the ground washed as necessary, and the site conditions restored as per the <br /> project work plans. All monitoring wells should finish their surface completions as per the project work <br /> plans. Any hazards remaining due to drilling activities should be identified, and appropriate barriers and <br /> markers should be put in place,as per the APP.All soil cuttings and fluids should be adequately contained, <br /> clearly labeled, and maintained to comply with the project work plans. <br /> 5.0 Quality Assurance/Quality Control <br /> Conduct the 3-Phases of Quality Control Method described in the project work plans. <br /> Quality Assurance (QA) and Quality Control (QC) procedures for well installation field documentation <br /> review will be performed by the FTL or PL to check that procedures and documentation content and level <br /> of detail comply with this SOP. If a deficiency or a variance was taken to the SOP,the PL should document <br /> the deficiency/variance and determine the need for corrective action in coordination with the QA <br /> Manager. <br /> If a non-registered geologist performs the oversight, a registered Project Geologist is responsible for <br /> reviewing the fieldwork documentation for the accurate and complete representation of the drilling and <br /> approval of final logs/forms. <br /> 6.0 Documentation Review <br /> The FTL is responsible for the daily review of the fieldwork documentation for compliance with <br /> requirements (Section 4.0) and legibility. Errors and omissions should be explained and revisions to an <br /> entry signed and dated by the FTL. <br /> The PL is responsible for the review and signoff of final approved documents stored in the project file. <br /> Page 15 of 16 <br />
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