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ARCHIVED REPORTS XR0006603
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ARCHIVED REPORTS XR0006603
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Last modified
6/21/2019 6:32:39 PM
Creation date
6/21/2019 9:08:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006603
RECORD_ID
PR0505513
PE
2950
FACILITY_ID
FA0006438
FACILITY_NAME
United # 5446
STREET_NUMBER
1403
Direction
W
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
12323246
CURRENT_STATUS
02
SITE_LOCATION
1403 W COUNTRY CLUB BLVD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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Groundwater Monitoring Well,CPT,and Ozone Microsparge System Installation Report <br /> Tosco(76)Service Station No 11192, Stockton,California <br /> May 9 2003 <br /> 4-3-WellMonitoring, Development, and Samnlino <br /> Monitoring, development, and sampling of the two newly installed wells was performed by GR <br /> personnel during the regularly scheduled quarterly monitoring and sampling event at the site <br /> Copies of the well development and field monitoring data sheets are included in Appendix D <br /> Monitoring data are summarized in Table 1 <br /> Wells MW-12 and MW-13 were developed and sampled on January 3, 2003 Depth to <br /> groundwater in the wells were measured and each well checked for the presence of separate phase <br /> hydrocarbons (SPH)prior to development SPSs were not observed in the two wells Neither of the <br /> wells dewatered during development and each yielded a minimum of 10 well volumes <br /> Immediately after the wells were properly developed, groundwater samples were collected in <br /> appropriate containers supplied by the laboratory Groundwater samples were submitted for <br /> chemical analysis under chain-of-custody documentation to Severn Trent Laboratories, Inc (STL) <br /> in Pleasanton, California <br /> 4.4 Wellhead Survey <br /> Following installation of the wells, the well casing elevations were surveyed by Virgil Chavez Land <br /> Surveying of Vallejo, California (California Land Surveyor No 6323) Top of casing and vault <br /> box elevations were measured relative to mean sea level (MSL), and the horizontal locations of the <br /> wells were measured by Global Positioning System (GPS) Well casing elevation data are <br /> presented in Table 1 A copy of the surveyor's report is included in Appendix E <br /> 4.5 Interim Remedial Action <br /> As an interim remedial action measure GR installed a K-V Associates, Inc (KVA) "C-Sparge" <br /> ozone microsparging system Ozone microsparging is a process where ozone in air is introduced <br /> into the groundwater at low flow rates (2-6 cubic feet per minute) through specially designed <br /> spargers to create small "microbubbles " As these microbubbles rise within the column of water, <br /> the volatile organic compounds (VOCs) are oxidized <br /> Ten KVA sparge points (SP-A through SP-H, SP-J, and SP-K)were installed at locations shown on <br /> Figure 2 The ten sparge points were installed to a depth of 30 feet bgs Sparge point construction <br /> details are presented on the boring logs in Appendix B <br /> The C-Sparger" panel was mounted on a unistrut frame in the northeast corner of the site The <br /> panel includes an ozone generator, air compressor, and a programmable timer/controller Sparge <br /> points are connected to the panel by 3/8" LDPE tubing Each sparge point has a dedicated line The <br /> tubing was run through schedule 80 PVC conveyance piping for added protection The process <br /> . flow diagram is presented as Figure 3 <br /> 140245 8 7 <br />
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