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ARCHIVED REPORTS_XR0005944
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545605
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ARCHIVED REPORTS_XR0005944
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Last modified
9/24/2020 2:02:51 AM
Creation date
4/17/2020 4:14:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005944
RECORD_ID
PR0545605
PE
3528
FACILITY_ID
FA0003793
FACILITY_NAME
LEARNER COMPANY, THE
STREET_NUMBER
2711
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
14503009
CURRENT_STATUS
02
SITE_LOCATION
2711 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Clayton <br /> AoP SERv, rs � <br /> monitoring, the site status is to be reevaluated The following sections detail the <br /> procedures to be employed to install and monitor these wells <br /> 3 0 GROUNDWATER MONITORING WELL INSTALLATION <br /> Groundwater at the site was encountered at ranging depths between 10 and 16 feet below <br /> p g g <br /> ground surface during the October 2000 investigation and is assumed to flow to the <br /> southeast with an estimated gradient of 0 003 (Kleinfelder, 2001) Subsequent <br /> discussions with Mr Marty Hartzell of the California Regional Water Quality Control <br /> Board indicated that local groundwater flows to the east-northeast <br /> Prior to drilling, Underground Service Alert (USA) will be notified to mark the surface <br /> traces of utilities in the area Site personnel and engineering drawings will also be <br /> consulted All work will be conducted in accordance with the site-specific health and <br /> safety plan (Appendix A) Well installation permits will be obtained from the PHS/EHD <br /> Three groundwater-monrtonng wells are to be installed at the site The proposed <br /> locations for these wells are presented on Figure 3 MW-1 will be located upgradient of <br /> the UST area and MW-2 and MW-3 will bracket the assumed downgradient flow <br /> direction The pilot borings for the wells will be advanced using 8-inch diameter <br /> continuous flight hollow stem augers The pilot borings will each be advanced to a total <br /> depth of approximately 30 feet The soil cuttings produced during drilling will be <br /> containerized and appropriately managed <br /> The pilot borings will be completed as groundwater monitoring wells using 2-inch <br /> diameter polyvinyl chloride (PVC) well casing, as shown on Figure 4 The lower 20 feet <br /> of the casings will be perforated with machined slots with 0 010-inch openings The <br /> annular space between the casing and the boring wall will be filled with 2/16 filter sand <br /> Each well will have an above ground surface completion <br /> Soil samples will be collected during drilling to determine the elevation of the water <br /> table No soil samples will be submitted for laboratory analysis <br /> 4.0 QUARTERLY MONITORING <br /> Following installation, the wells will be allowed to stand for a minimum of 48 hours <br /> Prior to sampling, the depth to water will be gauged in each of the wells using an <br /> electronic water level meter, recorded, and the volume of water standing in the well will <br /> be calculated The water level meter will be decontaminated before each use as described <br /> below <br /> During sampling activities, each well will be purged using an electric well pump that has <br /> been decontaminated using a three-step process Decontamination will consist of <br /> washing the pump and hosing in a solution of water and a phosphate-free detergent, such <br /> 5 1ProjAP02263\2263 workplan_Oct02 doc <br />
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