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EHD Program Facility Records by Street Name
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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 /> For bailer and submerisible sampling techniques, a single measurement is collected after three well <br /> volumes have been purged or the well drys and recovers. Using a cup provided by the manufacturer (or <br /> similar). Allow the parmaters to stabilize before loging the readings. <br /> Note. Some project work plans specify water quality measurements after each well volume. Consult <br /> the PL or FTL for the project specifications. <br /> If the project requires downhole parameters to be measured, lower the probe to the well screeen <br /> midpoint; once readings stabilize, one set of parameters are recorded. <br /> Well water stability criteria (EPA, 2017): <br /> DO ± 10 percent or±0.2 mg/L, depending on units of measure <br /> Specific conductance ±3 percent(microsiemens per cm) <br /> ORP ± 10 millivolts <br /> pH ±0.1 units <br /> Turbidity ± 10%or less than 10.0 NTU (Nephelometric turbidity unit) <br /> Temperature +3%°C <br /> Turbidity stabilization can be problematic. If other parameters have stabilized but not turbidity, the FTL <br /> may determine that the purging meets the objectives of obtaining a representative sample and terminate <br /> the need for additional purging volume. <br /> 4.3 Bailer Sampling <br /> 1. Measure groundwater level, then depth to bottom if needed. Decontaminate the sounder. <br /> 2. Tie a rope of appropriate size and material to the top of a disposable or stainless-steel bailer and <br /> the other end to an unmovable object. <br /> 3. Slowly lower the bailer into the water column to avoid disturbing sediment; stop lowering when <br /> the bailer is full. <br /> 4. Raise the bailer to the surface, keeping the removed rope on a clean surface such as plastic <br /> sheeting or in your hands. <br /> S. Contents of the bailer are dumped into a marked container such as a tank, drum, or bucket. The <br /> container has markings to track the volume of water purged from the well. Bail until at least three <br /> well volumes have been removed or the well has been dewatered. <br /> 6. 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 /> 7. Using the bailer tip or sample valve inserted at the check ball, empty contents into sample <br /> containers. If sampling for VOC/GRO, use a VOC tip to dispense the sample into the appropriate <br /> sample container(See Section 4.7 "Filling Sample Containers"). <br /> 8. If the well dewaters, collect samples after the well recharges to approximately 80 percent of its <br /> pre-purge volume. However, if its unlikely to achieve 80 percent recover, collect samples for the <br /> Page 9 of 14 <br />
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