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ARCHIVED REPORTS XR0006249
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544294
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ARCHIVED REPORTS XR0006249
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Entry Properties
Last modified
3/29/2019 4:21:05 PM
Creation date
3/29/2019 4:16:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006249
RECORD_ID
PR0544294
PE
3528
FACILITY_ID
FA0007044
FACILITY_NAME
SAFEWAY MEAT PROCESSING PLANT
STREET_NUMBER
1111
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16326007
CURRENT_STATUS
02
SITE_LOCATION
1111 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
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EHD - Public
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SAFEWAY MEAT PACKING FACILITY, STOCKTON, CALIFORNIA <br /> TIER II RISK BASED CORRECTIVE ACTION <br /> FEBRUARY 26, 1996 <br /> PAGE 4 - 3 <br /> Estimated Area Characteristics Average wand speed for Stockton was used to represent the <br /> wand speed above the ground surface in the ambient mixing zone for the average case Based <br /> on the concrete paving of the area of concern, the particulate emission rate was set to 0 grams <br /> per square centimeter for the average case The infiltration rate of water through the vadose zone <br /> was estimated from the annual rainfall in the Stockton area From a caval engineering <br /> perspective, concrete paving is considered impervious to water from most rainfall events The <br /> RME case infiltration rate was assumed to be 15% of the annual rainfall based on engineering <br /> considerations from the perspective infiltration, a worst-case runoff coefficient (factor of rainfall <br /> forming runoff) is 0 85 (Lmdsley, et al , 1992) That is, the possible infiltration of water during <br /> a storm is 15%, however actual infiltration will be less as the rate slows to a steady state as pores <br /> cracks, and construction points in the concrete become completely filled with water In addition, <br /> effective infiltration will be less because the evapotranspiration potential in Stockton is high By <br /> consideration of all these factors, a value of 2 percent of the rainfall per year infiltrates to the <br /> groundwater has been estimated for the average case <br /> Default Values RBCA or USEPA risk assessment default values were used to define the lower <br /> depth of the surface soil zone, the ambient air mixing zone, and the averaging time for the vapor <br /> flux Information on the volumetric fraction of water in the capillary fringe was not available <br /> For the Stockton site it was assumed that 90% of the pore space in the capillary fringe was filled <br /> with water to be consistent with the assumption in the RBCA standard The fraction of organic <br /> carbon in the soil at the site has not been measured Based on the RBCA standard, it was <br /> assumed that the soil contains I% organic carbon (fraction of organic carbon is 0 01) <br /> 0131CDJI <br />
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