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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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Aquifer Testing Standard Operating Procedure <br /> SWE-FSOP-500,•Revision 0 Ahtna Southwest Environmental Operations <br /> • Obtain a water level depth measurement and sound the bottom of the well according to the <br /> procedures outlined in SWE-FSOP-602. Compare the measured total depth to the bottom of the <br /> well with the well construction diagram to determine if sediment is at the bottom of the well. It <br /> is important not to set the pressure transducer in the sediment. <br /> • Calculate the height of the water column in the well as follows: <br /> (h1- h2) = height of water column in well <br /> Where: <br /> h1=total depth of well from the top of casing(in feet) <br /> h2= depth to water from the top of casing(in feet) <br /> • The water column height should be sufficient to immerse the slugging rod and allow concurrent <br /> use of a pressure transducer or other measuring equipment during the testing. <br /> • Connect the pressure transducer to the data logger. Install the pressure transducer in the water <br /> column to a depth that will not interfere with the insertion or withdrawal of the slugging rod <br /> during testing but also not exceed the maximum head limitation of the transducer. <br /> • Obtain a barometric pressure measurement if testing(water level recovery) is expected to take <br /> longer than 30 minutes. Station barometric pressure may be recorded from onsite equipment or <br /> obtained from a local weather station. <br /> • Turn on the pressure transducer/data logger and set the frequency that the recorder stores data <br /> measured from the transducer and displays a reading) for pre-test monitoring to that specified <br /> by the project work plans. <br /> • Measure the water level with an electric tape (or equivalent) and record along with the <br /> measurement time. Commence pre-test monitoring with the pressure transducer/data logger. <br /> The time the pre-test measurements are made will be specified in the project work plans.The <br /> total time should be roughly equal to or greater than twice the time expected to run the slug <br /> test. <br /> • Once the pre-test monitoring period is ended, remeasure the water level using the electric tape <br /> and record along with the measurement time. <br /> • Change the recording frequency on the data logger for the slug-in test as specified in the project <br /> work plans. Lower the slugging rod to just above the static water level. Record the test's <br /> initiation time on the appropriate form, as outlined in the project work plans. <br /> • The slugging rod should be completely submerged. However, it is best to lower the rod only <br /> enough to make sure it is submerged and not more.This will reduce the chance of pinching the <br /> transducer cables, dragging the transducer, or sticking the rod. <br /> • Continue to monitor water level decline with the pressure transducer/data logger,taking <br /> periodic water level measurements with the electric tape. Data logger and tape readings should <br /> be conducted by the schedule outlined in the project work plans. <br /> • The slug-in test may be terminated once the water level has declined to within 90 percent of the <br /> pre-test static or as specified in the project work plans. Once the slug-in test is terminated,take <br /> a physical water level measurement with the electric tape. Record the measurement and time <br /> on the appropriate form. Continue to the slug withdrawal ("slug-out")test. <br /> • The slug withdrawal test should not be initiated until the water level has recovered to within 90 <br /> percent of static or as specified in the project work plans. <br /> Page 10 of 17 <br />
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