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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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Active Groundwater Sampling Standard Operating Procedure <br /> SWE-FSOP-401;Revision 1 Ahtna Southwest Environmental Operations <br /> 7. If the well dewaters, collect samples after the well recharges to approximately 80 percent of its <br /> pre-purge volume. <br /> 8. In cases where recharge volume is insufficient to fill all containers, the PL will priortize the order <br /> based on project objectives. If necessary, allow the well to recharge overnight, but not more than <br /> one day, and continue with the remaining bottles. <br /> 9. The bladder pump is then removed and cleaned with all other downhole equipment. Similarly, <br /> the tubing is removed and discarded unless it is dedicated to the well. <br /> 4.5 Submersible Pump Sampling <br /> 1. Measure groundwater level, then depth to bottom if needed. Decontaminate the sounder. <br /> 2. When using a submersible motorized pump,the pump is lowered into the water column. <br /> 3. Secure the electrical line to the appropriate power supply and the discharge line from the pump <br /> to a marked container such as a tank, drum, or bucket. The container has markings to track the <br /> volume of water purged from the well. <br /> 4. Start pump and record time. The initial rate should be low enough to avoid drawing down the <br /> water table, increasing the rate while maintaining the water level. Purge rates are not defined for <br /> submersible sampling, but the rate cannot drop the water level if higher rates are used. <br /> 5. If a drawdown of more than 4 inches or 1%of the water column,whichever is lesser, is observed, <br /> adjust the pumping rate to reduce the drawdown as much as possible. If the pump rate exceeds <br /> the well's recovery rate,the pump intake will have to be lowered as needed to accommodate the <br /> drawdown. <br /> 6. Continue pumping until at least three well volumes have been removed. <br /> 7. Collect one set of water quality measurements from a fresh aliquot of sample after finished the <br /> well purging. Measurements are taken from a cup supplied with the multimeter. <br /> Note. Some project work plans specify water quality measurements after each well volume. <br /> Consult the PL or FTL for the project specifications. <br /> 8. Fill the laboratory-supplied sample containers (See Section 4.7 "Filling Sample Containers"). <br /> Typically,the a bailer is used to collect samples. However, if an appropriate tubing material is used <br /> and the pump can operate at less than 150 mL/minute,the samples can be collected directly from <br /> tubing connected to the pump. <br /> 9. If the well dewaters, collect samples after the well recharges to approximately 80 percent of its <br /> pre-purge volume. <br /> 10. In cases where recharge volume is insufficient to fill all containers,the PL will prioritize the order <br /> based on project objectives. If necessary, allow the well to recharge overnight, but not more than <br /> one day, and continue with the remaining bottles. <br /> 11. The pump is then removed and cleaned with all other downhole equipment such as tubing and <br /> electrical cables. <br /> 4.6 Temporary Well Sampling <br /> Procedures used to purge groundwater from temporary wells differ from permanent wells because the <br /> well is installed for immediate sample acquisition, and the well is usually not developed as is done with <br /> Page 11 of 14 <br />
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