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PR0220091
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COMPLIANCE INFO
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Last modified
12/5/2018 10:43:28 AM
Creation date
11/6/2018 8:38:20 PM
Metadata
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EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0220091
PE
2228
FACILITY_ID
FA0002862
FACILITY_NAME
R V CIRCUITS INC
STREET_NUMBER
916
Direction
S
STREET_NAME
CENTER
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
14714036
CURRENT_STATUS
02
SITE_LOCATION
916 S CENTER ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS3\222IAError\IAError\C\CENTER\916\PR0220091\COMPLIANCE INFO\COMPLIANCE INFO.PDF
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EHD - Public
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30 May 2000 <br /> AGE-NC Project No. 97-0372 <br /> Page 7 of 17 <br /> preparation activities are not currently known to AGE, but may have included cutting and etching <br /> of materials. Potential contaminants of concern would include metals and corrosive pH disposed <br /> down the drain. <br /> 2.4.5. Miscellaneous and Tank Storage Areas <br /> The asphalt-paved area east of the building was utilized for above-ground tank storage of treated <br /> waste water. A release of untreated, or contaminated water from a polyvinyl tank in the driveway <br /> near the building resulted in excavation of soil. An oval area approximately 8 feet wide and 42 feet <br /> long was excavated, as shown on Figure 2. There is a shallow pit or open boring in the area that was <br /> a shallow sump for the release valve on the poly tank. The shallow pit is also shown on Figure 2. <br /> 2.5. PREVIOUS INVESTIGATIONS <br /> On 25 September 1997, at the request of Mr. John Hinkel, AGE advanced eight soil boring on the <br /> site to assess soil samples for pH, chromium, copper and zinc. Four borings were advanced in the <br /> eastern portion of the plating bath area and four borings were advanced in the treatment/chemical <br /> storage area, as shown on Figure 2. Soil samples were collected from depths of 2 feet and 5 feet <br /> below surface grade(bsg) in each of the eight borings. The borings were reentered on 24 May 1999 <br /> to collect additional soil samples at approximately 6 feet bsg for analysis for lead. The borings were <br /> advanced by hand-augering through holes cut in the concrete-flooring. The samples were collected <br /> utilizing a hammer-driven metric soil sampler loaded with pre-cleaned brass sleeves. The samples <br /> were properly preserved and shipped to a California Department of Health Services (DHS)-certified <br /> analytical laboratory under chain-of-custody. The results of the analysis are presented in Table 1. <br /> The pH of the soil samples ranged from 6.7 to 9.0 except for two samples from boring B7, which <br /> had pH values of 4.5 and 3.6 at 2 feet bsg and 5 feet bsg, respectively. Chromium concentrations <br /> ranged from 18 milligrams per kilogram (mg/kg) to 69 mg/kg. Copper concentrations ranged from <br /> 27 mg/kg to 60 mg/kg, except for the samples from boring B7 with 780 mg/kg copper at 2 feet bsg <br /> and 380 mg/kg at 5 feet bsg. Zinc concentrations ranged from 40 mg/kg to 485 mg/kg. Lead <br /> concentrations for soil samples collected at approximately 6 feet bsg ranged from 6.9 mg/kg to 9.6 <br /> mg/kg, except for the 6-foot sample from B7, which contained 110 mg/kg (samples from 2 feet bsg <br /> and 5 feet bsg were not analyzed for lead). <br /> The data is suggestive of an impact to the subsurface soil in the area of boring B7, which was <br /> advanced next to a small, circular, cement-filled sump in the eastern plating area. Samples from B7 <br /> had lowered pH and elevated concentrations of copper and lead. The pH levels of 6.7 and 6.8 in the <br /> 2-foot bsg samples from B6 and B8 may be within the normal range of soil pH for the area, but may <br /> Advanced GcoEnvlronmental,Inc <br />
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