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ARCHIVED REPORTS_XR0010545
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0507911
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ARCHIVED REPORTS_XR0010545
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Last modified
5/8/2020 12:14:41 PM
Creation date
5/8/2020 11:32:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010545
RECORD_ID
PR0507911
PE
2950
FACILITY_ID
FA0007834
FACILITY_NAME
CIRCLE K #8671
STREET_NUMBER
8606
STREET_NAME
THORNTON
STREET_TYPE
RD
City
STOCKTON
Zip
95209
APN
07242019
CURRENT_STATUS
01
SITE_LOCATION
8606 THORNTON RD
QC Status
Approved
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LSauers
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EHD - Public
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S E C 0 R <br /> Circle K Store 08671 <br /> August 31, 2005 <br /> Page 3 <br /> site Well installations were performed on April 25, 2005 by a C-57 licensed drilling <br /> subcontractor <br /> Site Health and Safety Plan <br /> As required by the Occupational Health and Safety Administration (OSHA) Standard <br /> "Hazardous Waste Operations and Emergency Response" guidelines (29 CFR 1910 120), <br /> and by the California Occupational Health and Safety Administration (Cal-OSHA) <br /> "Hazardous Waste Operations and Emergency Response" guidelines (CCR Title 8, Section <br /> 5192), SECOR updated the current site-specific Health and Safety Plan (HASP) prior to the <br /> commencement of fieldwork The HASP was reviewed by field staff and contractors before <br /> beginning field operations, and was in the possession of SECOR personnel while <br /> conducting work activities at the site <br /> Permitting <br /> Prior to installing the soil vapor extraction wells, SECOR obtained a well permit from the <br /> San Joaquin County Environmental Health Department The permit was approved on April <br /> 19, 2005 A copy of the well permit is included as Attachment 2 <br /> Subsurface Utility Clearance <br /> Prior to initiating field activities, SECOR marked the boring locations, contacted <br /> Underground Service Alert (USA) 48 hours prior to the initiation of field work, and <br /> contracted a private utility locator to determine whether the proposed boring locations were <br /> clear of potential subsurface obstructions In addition, the borings were hand dug to 5 feet <br /> bgs before machine drilling began <br /> SVE Well Installation <br /> 1 <br /> s <br /> The soil borings were drilled using 8-inch hollow stem auger drilling equipment to a depth <br /> of approximately 30 feet below ground surface (bgs) After the boreholes were advanced <br /> to the desired depth the soil vapor extraction wells (SVE-1 and SVE-2) were completed by <br /> installing a 2-inch diameter, Schedule 40 polyvinyl chloride (PVC) casing with 25 feet of <br /> 0 020-inch factory slotted screen A sand pack was placed in the annular space across the <br /> entire screen interval, extending 2 feet above the top of the screen A 2-foot bentonite <br /> transition seal was placed atop the sand pack to dust below ground surface The wellheads <br /> were completed at the ground surface with lockable compression-type well caps and flush- <br /> mounted, traffic-rated 8-inch well vaults with bolt down lids Vapor extraction well SVE-1 <br /> was placed near monitoring well MW-1(S) and SVE-2 was placed adjacent to MW-4(S) <br /> (Figure 1) Well construction details are presented in Table 1 <br /> The boreholes were logged by a SECOR geologist under the direction of a registered <br /> geologist, using the Unified Soil Classification System and standard geologic techniques <br /> and were recorded onto boring logs (Attachment 3) Soil samples were collected at <br /> minimum five-foot intervals using a California-modified split-spoon sampler The sampler <br /> was driven a maximum of 18 inches using a 140-pound hammer with a 30-inch drop <br /> 3 <br /> J <br /> 3 <br /> 1 <br />
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