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3500 - Local Oversight Program
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PR0545494
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Last modified
3/10/2020 4:00:40 PM
Creation date
3/10/2020 1:22:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545494
PE
3528
FACILITY_ID
FA0025825
FACILITY_NAME
FIORE DEVELOPMENT
STREET_NUMBER
2001
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
22717032
CURRENT_STATUS
02
SITE_LOCATION
2001 N MAIN ST
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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t <br /> Geofogicaf Technics Inc. <br /> 2741 River Road <br /> Modesto,Caifarnia 95351 <br /> (209)538-6424/jxx#538-5852 <br /> Work Plan <br /> Soi1 and Groundwater Investigation <br /> Fiore Development <br /> 2001 N. Main <br /> Manteca, CA <br /> Project No. 562.2 <br /> January-5,_1998 - <br /> 1.0 INTRODUCTION <br /> In 1992 one 10,000 gallon unleaded gasoline underground storage tank was removed from <br /> the site. Some residual contamination is suspected in the soil and possibly the groundwater. <br /> On May 7, 1997 Fiore Development was directed by San Joaquin County Environmental <br /> Health Department to submit a work plan to determine if residual soil or groundwater <br /> contamination exists beneath the former tank. <br /> Geological Technics Inc. was contracted by Mr. Fiore on December 1,l 997 to perform the <br /> soil and groundwater investigation described in this work plan. <br /> 2.0 PROPOSED INVESTIGATION <br /> To further investigate the possibility of soil and groundwater impacted with gasoline range <br /> petroleum hydrocarbons, Geological Technics Inc. proposes to install one. GeoProbe <br /> borehole, collect soil and groundwater samples and test these samples for petroleum <br /> hydrocarbons. <br /> -.., -2.1----GeoProbefllydropunch.Survey.. <br /> Soil Core Sampling <br /> One GeoProbe borehole will be drilled through the former tank excavation. Soil samples will <br /> be collected at five foot intervals down to the capillary fringe. The expected depth to <br /> groundwater is 20 to 25 feet below ground surface (bgs). Upon reaching the capillary fringe <br /> a hydropunch type sampling tool will be advanced into the groundwater and a groundwater <br /> sample will be collected. <br /> The borehole will be drilled with a GeoProbe rig owned and operated by V&W Drilling of <br /> Rio Vista, CA (C57#. 720904). The GeoProbe advances a coring tool with a pneumatic <br /> hammer to a selected depth. Upon reaching that depth the coring tool is opened and <br /> advanced further to fill the core barrel. The soil sample enters an acetate cylinder contained <br /> i <br />
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