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ARCHIVED REPORTS_XR0004583
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PR0507835
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ARCHIVED REPORTS_XR0004583
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Last modified
3/5/2020 12:11:43 PM
Creation date
3/5/2020 11:43:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004583
RECORD_ID
PR0507835
PE
2950
FACILITY_ID
FA0007793
FACILITY_NAME
SUPER STOP MARKET
STREET_NUMBER
290
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
22309101
CURRENT_STATUS
02
SITE_LOCATION
290 N MAIN ST
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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Ceobg"al reclueccs Inc Page 8 <br /> Soil and Groundwater Investigation Work Plan <br /> Cardoza(Main St) <br /> Project No 662 2 <br /> January 17,2003 <br /> To account for differences in contaminant distribution, an inner core and an outer ring may <br /> be used on several of the layers <br /> The mass of contaminant in each cylinder is determined by squaring the radius of the <br /> cylinder and multiplying by Pi (7r) to determine the area The area is then multiplied by the <br /> thickness of the layer to get the volume The volume is multiplied by the density of the soil <br /> (lbs/ft') then by 0 4536 to convert from pounds of soil to kilograms of soil The <br /> contaminant load is then multiplied to this number to give the mass of contaminant in <br /> milligrams The contaminant mass in milligrams is then converted to kilograms, which is <br /> ' the contaminant mass value you are after <br /> The groundwatei value is calculated much the same except that the groundwater <br /> ' contaminant load is multiplied by the volume of groundwater in the pore space of the soil <br /> The volume of groundwater is determined by multiplying the porosity of the soil tunes the <br /> volume of soil <br /> 6.0 AQUIFER PUMPING TESTS <br /> ' The aquifer pumping test plan will be submitted in an addendum pending completion of the <br /> above work Additional data on the subsurface lithology and contaminant distribution is <br /> needed before this work can begin <br /> 70 SCHEDULES & REPORTING <br /> Geological Technics Inc anticipates beginning fieldwork no later than 30 days after <br /> USTCFP approval and upon issuance of the drilling permit for the CPT boreholes The <br /> information gathered during this phase of work will be presented in a report, which will <br /> include a summary of the geology as well as the results of sample analyses Quarterly <br /> ' reports will be submitted for the ongoing groundwater investigation Based on this <br /> information, GTI will complete a fate & transport/risk evaluation report to detennine if the <br /> site represents a threat to human health or the environment Dr Ray Kablanow, a registered <br /> professional geologist, will supervise the project Copies of the reports will be forwarded to <br /> both the appropriate County and State regulatory agencies (SC PHS/EHD and CRWQCB) <br />
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