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2900 - Site Mitigation Program
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PR0012831
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Last modified
12/5/2019 4:38:15 PM
Creation date
12/5/2019 4:20:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0012831
PE
2960
FACILITY_ID
FA0004036
FACILITY_NAME
UNION ICE/DONS DISTRIBUTION
STREET_NUMBER
1320
Direction
W
STREET_NAME
WEBER
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
14519013
CURRENT_STATUS
02
SITE_LOCATION
1320 W WEBER AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Union Ice Company <br /> 1320 West Weber Street, Stockton, California April 30, 1993 <br /> Phase I Investigation Deport, Brine Release Page 2 <br /> 3.0 Well Construction and Sampling <br /> The wells were installed by Pierson Drilling Company C57 License # C521617 using an <br /> VA" OD hollow stem auger. Soil samples were obtained using a California modified split <br /> spoon sampler with brass sleeves. Samples were obtained at depths of 15' and 30' in each <br /> of the wells. The samples were preserved in ice chests containing Blue Ice and sent via <br /> Greyhound to Geo Monitor Labs in Hesperia, California for analysis of total chromium. <br /> The borings were logged by Craig Hyde, Geologist under the supervision of Lee DeLano <br /> PE. The monitoring wells are constructed using 2-inch PLIC casing, with slitted (0.020 <br /> inch slits) for the screened intervals. Well construction logs are in the appendices of this <br /> report. <br /> Groundwater samples were obtained by HKM, Inc., a firm specializing in well <br /> development and sampling. The wells were developed until the extracted water was clear <br /> and the pH, electrical conductivity, and temperature were stabilized. Water from the <br /> development process and sampling process is contained on site in properly marked 55 <br /> gallon drums. Field notes from the sampling event are contained in the appendices of this <br /> report. <br /> 4.0 Report of Findings <br /> Significant groundwater production was observed at approximately 28 feet below the <br /> ground surface where a permeable sand was encountered. The site is surrounded on 3 <br /> sides by water bodies, and the level of groundwater in the wells is currently between nine <br /> and ten feet below the ground surface. <br /> Soil samples from the monitoring well 10 at the 15' depth had a total chrome <br /> concentration of 8.57 mg/kg and at the 30' level 11.82 mg/'kg total chrome. Well 11 had <br /> total chrome concentrations of 10.22 mg/kg at t5' and 7.0 mg/kg at 30'. Well 1.2 had total <br /> chrome concentrations '10.36 mg/kg at 15' and 8.46 mg/kg at 30'. <br /> The analysis of groundwater samples from the wells indicate that well 10 has 0.335 mg/l <br /> of total chrome, well 11 has 0.302 mg/1 of total chrome, and well 12 has 0.278 mg/1 of <br /> total chrome. All lab data and chain of custody documents are in the appendices of this <br /> report. <br />
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