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ARCHIVED REPORTS_XR0005707 CASE 2
Environmental Health - Public
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ARCHIVED REPORTS_XR0005707 CASE 2
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Last modified
9/24/2020 12:29:38 AM
Creation date
8/6/2020 11:27:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005707 CASE 2
RECORD_ID
PR0545951
PE
3528
FACILITY_ID
FA0003612
FACILITY_NAME
Yosemite Avenue Arco AmPm
STREET_NUMBER
1711
Direction
E
STREET_NAME
YOSEMITE
STREET_TYPE
Ave
City
Manteca
Zip
95336
CURRENT_STATUS
02
SITE_LOCATION
1711 E Yosemite Ave
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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URS <br /> Mr Mike Infurna Page 4 <br /> San Joaquin County Environmental Health Department <br /> ARCO 6020 <br /> September 29, 2003 <br /> On August 1,2003,top of casing elevations and lateral positions for the newly installed wells were surveyed <br /> to mean sea level by Morrow Surveying of West Sacramento, California Survey data are included as <br /> Attachment F <br /> Soil and Wastewater Disposal <br /> Soil cuttings and wastewater generated during the drilling activities were placed in labeled 55-gallon <br /> Department of Transportation(DOT)-approved steel drums and stored on site,pending disposal A composite <br /> soil sample was collected from the soil cuttings and submitted to the Sequoia Analytical Laboratory in <br /> Petaluma California, for analysis of TPHg, BTEX, and total lead under an accelerated 48-hour turnaround <br /> time The soil was hauled by Dillard Environmental Services to Forward Landfill in Manteca, California, <br /> ' where it was disposed of as non-hazardous waste Stockpiled soil laboratory analytical reports are included as <br /> Attachment G Soil and water disposal documentation is included as Attachment H <br /> Subsurface Conditions <br /> Soils encountered during drilling indicate the presence of silty sand and poorly graded sand with minor silts <br /> from ground surface to approximately 56 feet A 4-foot clay layer was encountered between 56 and 60 feet <br /> bgs m MW-13D A deeper silty sand layer was encountered between 60 and 70 feet bgs at this location A <br /> geologic cross-section of the site is presented as Figure 3 Soil boring logs are included in Attachment C <br /> Groundwater was encountered in sandy silt at approximately 25 feet bgs in the borings and stabilized at <br /> approximately 23 feet bgs in the monitoring wells During the third quarter 2003 groundwater monitoring j <br /> event conducted on July 28, 2003, depth to groundwater at the site ranged from 21 30 to 23 70 feet bgs <br /> Groundwater flow was to the north at an average gradient of 0 003 feet per foot (ft/ft), consistent with <br /> previous monitoring events (Table 1) A groundwater elevation contour map for third quarterly data is <br /> presented on Figure 4 <br /> Soil Analytical Data <br /> TPHg, BTEX, and fuel oxygenates were not detected at or above reporting limits in any of the eleven soil <br /> samples collected at from the three soil borings,with the exception of MtBE reported at 0 016 milligrams per <br /> kilogram (mg/kg) in the sample collected at 25 feet bgs from MW-13D MtBE was not reported in the <br /> samples collected at 20 feet and 45 feet in this boring Soil analytical data are presented in Tables 2 and 3 <br /> Laboratory analytical reports and chain-of-custody documentation are included in Attachment G <br /> K%WprocessU5 SP ARC010602012003 Assessment16020 Assessment&SCM 2003 doc <br />
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