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ARCHIVED REPORTS_PHASE I ENVIRONMENTAL SITE ASSESSMENT AND LIMITED SUBSURFACE INVESTIGATION
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ARCHIVED REPORTS_PHASE I ENVIRONMENTAL SITE ASSESSMENT AND LIMITED SUBSURFACE INVESTIGATION
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Last modified
3/6/2020 10:11:18 AM
Creation date
3/6/2020 9:42:05 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
PHASE I ENVIRONMENTAL SITE ASSESSMENT AND LIMITED SUBSURFACE INVESTIGATION
RECORD_ID
PR0518554
PE
2950
FACILITY_ID
FA0013968
FACILITY_NAME
WINSTON TIRE CO
STREET_NUMBER
760
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
22302019
CURRENT_STATUS
01
SITE_LOCATION
760 N MAIN ST
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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NO Winston#209 <br /> Manteca,CA <br /> August 8,2002 <br /> .. 5.0 PHYSICAL SETTING <br /> 5.1 REGIONAL TOPOGRAPHY <br /> SECOR reviewed the United States Geological Survey(USGS)7.5-minute topographic map for the <br /> Manteca,California quadrangle,dated 1991. Topography in the vicinity of the Site is relatively flat, <br /> with slight relief to the southwest. According to the map,the Site is at an elevation of approximately <br /> ` 35 feet above mean sea level. <br /> The San Joaquin River is the closest surface water body, located approximately 5.0 miles <br /> southwest of the Site. There were no perennial surface water bodies observed on the Site,however <br /> there is a small ponding basin located on the vacant lot to the east of the Site. The basin was dry at <br /> the time of SECOR's site visit. <br /> 5.2 LOCAL GEOLOGY <br /> Soil borings at the Site indicate the soils beneath the Site consist of sand and gravel from beneath <br /> the concrete baserock/asphalt to approximately 2 feet below ground surface (bgs), underlain by <br /> brown to dark grayish brown sand and silty sand from 2 to 12 feet bgs(total depth). Field boring <br /> logs are included in Appendix E. <br /> 5.3 LOCAL HYDROGEOLOGY <br /> Based on information provided by California Department of Water Resources,the depth to the first <br /> groundwater beneath the Site is typically approximately 20 feet in the vicinity of the subject <br /> property. Based upon the regional topographic slope,the direction of groundwater flow is assumed <br /> to be southwest. <br /> Groundwater was not encountered in the soil borings completed as part of the Limited Subsurface <br /> � Investigation on the subject property. <br /> V <br /> r <br /> r <br /> 0042 gy store 209 phase 2 reviewedl SECOR International Incorporated <br /> 9 <br />
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