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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 /> 1.4 Definitions <br /> Aquifer Test. Physical test to determine the hydrologic characteristics of confined or unconfined aquifers. <br /> Slug, specific capacity, step-drawdown, and constant rate pumping tests are commonly used testing <br /> methods. <br /> Bailer. A bottom-filling cylindrical tube with a check valve at the bottom. <br /> Bladder Pump. A positive-displacement pump is used to pump groundwater to the surface from most <br /> depths. A bladder pump can be small enough to pump water from wells as small as 3/4-inch in diameter. <br /> Cone of Depression. A depression in the groundwater table or potentiometric surface that has the shape <br /> of an inverted cone around a well from which water is being withdrawn. <br /> Constant Rate Pumping Test. Aquifer test involving discharging water at a constant rate from a well by <br /> pumping and monitoring the corresponding water level drawdown. The recovery of water levels in the <br /> well may also be monitored after pumping has terminated (recovery test). Water level monitoring during <br /> a pumping and recovery test commonly includes the pumping well and one or more nearby observation <br /> wells. In certain instances,observation wells are unavailable, and water level monitoring is limited to only <br /> the pumping well. <br /> Hydraulic Conductivity(K). A quantitative measure of the ability of a porous material to transmit a fluid. <br /> It is also defined as the volume of water flowing through a unit cross-sectional area of porous material <br /> per unit of time under a unit hydraulic gradient (1/t). <br /> Observation Well. A non-pumping well used to observe the groundwater levels during pumping testing. <br /> Peristaltic Pump. A negative air pressure pump used to draw groundwater to the surface. These pumps <br /> can be used if the depth to water is less than approximately 25 feet. <br /> Potentiometric Surface.The surface defined by water levels from multiple wells that penetrate an aquifer <br /> or hydrogeologic unit.Also, a map of the hydraulic head of an aquifer. <br /> Pressure Transducer and Data Logger. An electric sensor that measures hydrostatic pressure to <br /> determine depth below the water level.The data logger can store periodic water level measurements for <br /> later recall and data evaluation. <br /> Recovery.The time rate of return to the static water level during a slug test or after cessation of pumping. <br /> Saturated Thickness (b). For unconfined aquifers, the interval between the water table and the base of <br /> the unconfined water-bearing unit. For confined aquifers, the interval between the base of the upper <br /> confining unit and the top of the lower confining unit. <br /> Slugging Rod-A large metallic or PVC rod (or cylinder) of known volume lowered into the well to displace <br /> the water during a slug test. Sometimes called a "pig." <br /> Slug Test.Type of aquifer test completed by instantaneously changing the water level in a well by adding, <br /> removing, or displacing a known volume of water and then monitoring the water level recovery in the <br /> well. <br /> Specific Capacity(C). Discharge per unit of drawdown in a pumping well (Q/s). <br /> Page 5 of 17 <br />
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