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ARCHIVED REPORTS XR0012602
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544294
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ARCHIVED REPORTS XR0012602
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Entry Properties
Last modified
3/29/2019 4:30:38 PM
Creation date
3/29/2019 4:09:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012602
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
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EHD - Public
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�, <br /> ;, a � <br /> i.. r <br /> TSY' <br /> .lulian Munoz <br /> !S5 Mssoc+aTES <br /> February 10, 1988 <br /> Z <br /> after the tanks were removed. Laboratory analyses indicated that the pea <br /> gravel contained hydrocarbon concentrations exceeding California Regional <br /> Water Quality Control Board - Central Valley Region cflQotion�)unt•.reated• To <br /> allowing the backfill material to remain in the <br /> treat this pea gravel WA proposed its excavation and aeration on site as <br /> described below. <br /> iAuKFILL EXCAVATION <br /> ravel, standing water was encountered in <br /> Prior to the removal of the pea g royal <br /> the open excavation at about 6 feet below ground surface• With thUtipro' s, <br /> of Larry Williams of the City of Stockton Department of Municipal <br /> the water was pumped to the sanitary sewer. Since ground water is found at <br /> :bout 17 f•�et below ground surface in three adjacent ground water monitoring <br /> in the excavation had probably drained into the excavation <br /> wells, the water <br /> from surface and/or near-surface sources. <br /> on 22 and 23 January 1989, a clamstiell <br /> crane exu,vatar removed <br /> approximately 750 cubic yards of Pea gravel from the excavation. The pea <br /> ! gravel was stockyiled an a bermed impermeable polyolifi"i liner spread over '=n <br /> he northwest corner of the Safeway fac�oity <br /> The <br /> unpaved parking area at Cediately covered with plastic sheeting prevent <br /> stockpiled pea gravel was imm <br /> this material to reduce hydrocarbon <br /> infiltration of rainwater. Aeration of <br /> concentrations will begin after the rainy season. <br /> While removing the backfill a 10-inch diameter water main for the plant <br /> red <br /> fire sprinkler system and a 14-inch diameter storm drain�ereplpesuntrend <br /> along the northern side of the excavation (Figure 1). <br /> exposed for 30 to 40 feet. The Pea gravel <br /> ex <br /> approximately east-west and were P <br /> appears to support the lines, and it may extend several feetnortperominute <br /> The storm drain was leaking clear water at about 1 gallon <br /> pipes. For <br /> - This water-ma br. the main source of the water in the excavation. — _ - <br /> - _ -ZgPm}. Y <br /> fear of desta <br /> bilizing the water pipes, no pea gravel was removed from beneath <br /> or adjacent to the pipes. <br />
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