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ARCHIVED REPORTS_XR0007007
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3500 - Local Oversight Program
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PR0545774
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ARCHIVED REPORTS_XR0007007
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Last modified
9/29/2020 10:24:15 PM
Creation date
6/10/2020 12:16:35 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007007
RECORD_ID
PR0545774
PE
3526
FACILITY_ID
FA0004998
FACILITY_NAME
COMFORT AIR
STREET_NUMBER
1607
STREET_NAME
TURNPIKE
STREET_TYPE
RD
City
STOCKTON
Zip
95206
CURRENT_STATUS
02
SITE_LOCATION
1607 TURNPIKE RD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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3.1.3 Well Development and Sampling Procedures <br /> Following installation, each monitoring well was developed using swab and bail <br /> techniques in accordance with RESNA's QA/QC Plan (Appendix V) The wells were <br /> ' developed until relatively sediment free All water produced during well development <br /> was contained in DOT 17H drums and remains on-site pending determination of method <br /> ' for proper disposal Well development data is contained on development/purge logs in <br /> Appendix VII <br /> ' <br /> Immediately following well development, groundwater sample was retrieved from each <br /> well Water sample collection and preservation was conducted in accordance with <br /> RESNA's QA/QC Plan, groundwater sampling protocol Samples were transferred to <br /> ' appropriate sample containers, using clean, disposable bailers with bottom emptying <br /> devices to reduce volatilization Sample containers were then labelled with sample <br /> identification, placed on ice, and shipped under chain-of-custody to RESNA <br /> Environmental Laboratories (DHS #1211) The water samples were analyzed for BTEX <br /> and TPHG by EPA methods 8020 and modified 8015, respectively The method <br /> detection limit at RESNA Environmental regarding BTEX and TPHG in water is 0 5 and <br /> ' 50 ppb, respectively Analytical results are summarized in Table 4 Laboratory data <br /> sheets are presented in Appendix VII <br /> 3.1.4 Fluid Level Measurement <br /> Fluid levels were obtained from all monitoring wells following development, after fluid <br /> levels had been allowed to stabilize Levels were taken using a water level probe capable <br /> Iof measuring the depth to water with an accuracy of 1/100th of a foot <br /> ' Wellhead elevations and locations were surveyed to allow lateral and vertical control for <br /> data reduction Surveying was performed under the direction of a California registered <br /> civil engineer Groundwater monitoring data is summarized on Table 5 <br />' IPAR0492 TIL 6 <br />
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