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2900 - Site Mitigation Program
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PR0518553
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Last modified
1/29/2020 5:40:15 PM
Creation date
1/29/2020 4:16:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0518553
PE
2950
FACILITY_ID
FA0013967
FACILITY_NAME
KIMCO REALTY
STREET_NUMBER
1648
Direction
E
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95210
APN
09428014
CURRENT_STATUS
01
SITE_LOCATION
1648 E HAMMER LN
P_LOCATION
01
QC Status
Approved
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EHD - Public
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1 Winston 4183 <br /> Stockton,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 Lodi <br /> ' South,California quadrangle,dated 1976. Topography in the vicinity of the Site is relatively flat,with slight <br /> relief to the west. According to the map,the Site is at an elevation of approximately 21 feet above mean sea <br /> ' level. <br /> Mosher Creek is the closest surface water body,located approximately 0.5 miles north of the Site. There were <br /> no perennial surface water bodies observed on the Site. <br /> 5.2 LOCAL GEOLOGY <br /> Soil borings at the Site indicate the soils beneath the Site consist of sand and gravels from beneath the <br /> concrete/asphalt basercck to from between 1.5 to 2 feet below ground surface(bgs),underlain by sandy silt, <br /> silty sand, clayey silt,and silty clay from 1.5 to 12 feet bgs(total depth). Field boring logs are included in <br /> 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 vicinity of the Site is typically approximately 50 feet. Based upon the regional <br /> ' topographic slope, the direction of groundwater flow is assumed to be to the west. <br /> Groundwater was not encountered in the soil borings completed as part of the Limited Subsurface Investigation <br /> ' on the subject property. <br /> ' 0024 gy store 183 phase 2 re\iewed I SECOR International Incorporated <br /> 8 <br />
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