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ARCHIVED REPORTS XR0012678
EnvironmentalHealth
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EL DORADO
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3500 - Local Oversight Program
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PR0544645
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ARCHIVED REPORTS XR0012678
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Last modified
7/11/2019 12:40:53 PM
Creation date
7/11/2019 10:11:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012678
RECORD_ID
PR0544645
PE
3528
FACILITY_ID
FA0004979
FACILITY_NAME
CIVIC CENTER PARKING*
STREET_NUMBER
141
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13909002
CURRENT_STATUS
02
SITE_LOCATION
141 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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3` <br /> MWIS"MME <br /> w <br /> 1 <br /> �`1 Department of Mater Ri„sources. The closest Well to the site is due <br /> east of the site on E1 Dorado Street. The approximate locations of <br /> known water wells within a one-mile radius of the site are plotted on <br /> Figure 3. <br /> Previous investigations at the facility show that the unsaturated <br /> soils beneath much of the site consist primarily of clays (CL/CH) <br /> from surface toapproximately 26 feet below grade with a zone of <br /> elastic silt (MH) and clay (CL) to a depth of 36 feet, the maximum <br /> depth of the unsaturated zone. However, in the central portion of <br /> the site, roughly coincident with the area of the former tank <br /> excavation, the site is comprised largely of sands. A portion of <br /> this material may be Fill from off-site, placed in the excavation to <br /> a depths of approximately 12 feet below grade. From approximately 12 <br /> to gra feet below grade, the native material is largely sand as <br /> indicated by the logs from borings SB3, SB4, SB4, VP1 and VP2. <br /> The saturated zone from approximately 35 feet to at least 50 feet <br /> below grade is comprised of intercalated clays, silts and sands. <br /> This zone appears to be under some degree of confinement and is <br /> clearly separated hydraulically from the nearby surface water (deep <br /> water channel). <br /> Current depth to groundwater at the site is approximately 35 .feet <br /> below grade. Groundwater gradient at the site is toward the north - <br /> northeast at 0.005 feet per foot or 26 feet per mile (Figure S). <br /> 4.0 SUMMARY OF PR%"JXOUS INVESTIGATIONS <br /> Previous assessments at the facility have included 1) ERM West <br /> (September 1989), 2) Kleir.felder, . litc. (May and .lune, 1990), 3) <br /> Leedshill-Herkenhoff, Inc. (October 1990), and 4) RESNA Industries <br /> (May, 1991). These assessments have identified a petroleum <br /> hydrocarbon plume associated with the previously excavated product <br /> storage tanks at the facility. <br /> In September 1989, ERM - West of Sacramento, California, conducted a <br /> Phase I Environmental site Assessment which included a site visit and <br /> a survey of surrounding land uses. <br /> - A second phase of investigation included a soil gas survey around the <br /> former storage tank area and pump islands by Kleinfelder, Inc. Soil.- <br /> gas samples were collected from 15 locations et the site and analyzed <br /> for total hydrocarbons, and benzene, toluene, ethylbenzene and <br /> xylenes by gas chromatography. Findings from this investigation <br /> determined that petroleum hydrocarbon concentrations were detected in <br /> soil-gas from the area where_._the former_..tanks_._had_._.been-_excavated.--.-- -.-_...-------- --_---- -------- ---..---- <br /> Petroleum hydrocarbons were also detected in soil-gas samples up to <br /> 6f) feet west and 50 feet southeast of the tank excavation and <br /> adjacent to the underground piping which leads from the tank area to <br /> the easterly. pump island. A detailed summary of findings can be <br /> found in Kleinfelder's Soil-Gas and Storage Tank Assessment report <br /> dated .0'une .14, 1990. <br /> Veber Polut Property - 475 _ _ - <br /> - H20R"791.TLP - 2 - <br /> 4 <br />
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