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ARCHIVED REPORTS XR0006250
Environmental Health - Public
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3500 - Local Oversight Program
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ARCHIVED REPORTS XR0006250
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Last modified
3/29/2019 4:28:10 PM
Creation date
3/29/2019 4:16:45 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006250
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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Protect No 014-95262 <br /> Page No 13 <br /> would explain how chloride could concentrate to the value noted If a floor is not present, a deeper soil <br /> boring at this location is necessary to determine the vertical extent of chloride in soil <br /> To prevent further addition of chloride to soil in the vault, the vault should be removed or sealed <br /> The probable source for the chloride, spillage during filling of the brine tank, should be corrected by <br /> prevention and/or secondary containment <br /> i 8.4 BdUe Spill Area <br /> Results of soil and groundwater data at the location of water sampling location KHP-1 and <br /> exploratory soil boring KB-1 suggest chloride from brine spillage, by runoff across the driveway surface <br /> and percolation into the soil, has reached groundwater Another possible source for chloride in <br /> groundwater is from spillage into the concrete-walled vault (discussed above) and infiltration to <br /> groundwater The concentrations in the groundwater sample are lust below the secondary Maximum <br /> Contaminant Level (MCL) for chloride (250 mg/L) and are above the secondary MCL for EC (900 <br /> µmhos/cm) <br /> Due to the high leaching potential for chloride in soils, a mitigative measure for this area may be <br />. to cap the affected soil zones (e g , with asphalt) to prevent further leaching Prevention of further spillage <br /> s <br /> through modification of procedures or construction of secondary containment, and modification of the vault <br /> as noted above, is recommended <br /> 8.5 Wastewater Treatment Pond and Plan] Area <br /> Information from exploratory soil borings adjacent to the pond suggests elevated chloride is present <br /> at a depth of 15 feet bgs in boring KB-3 Nitrate was also elevated in the 20 feet bgs soil sample from <br /> boring KB-4, although it was equivalent to the possibly anamalous rutrate concentration in the 20 feet bgs <br /> sample from "background" soil boring KB-2 (see discussion in Section 7 2 2) <br /> Observations of soil moisture content during advancement of the soil borings suggests possible <br /> leakage from the pond The sample from a depth with 15 feet from borings KB-4 was moist At other <br /> locations it was generally the bottom-most samples (at 20 or 25 feet bgs) which were moist due to <br /> proximity of the water table at the tune of sampling (=25 feet bgs) <br /> Groundwater samples KHP-3, KHP-4, and KHP-5 from the vicinity of the pond all exceed the <br /> recommended secondary MCL for EC (900µmhos/cm), two of these samples exceed the upper limit MCL <br /> for EC (1,600µmhos/cm) Chloride in these samples ranged from 240-470 mg/L, two samples exceeded <br /> the secondary MCL for chloride (250 mg/L) <br /> KRAZAN& ASSOCIATES, INC <br /> Offices Semng the Western United States <br /> 95262 P52 <br /> i <br />
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