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ARCHIVED REPORTS 2nd QUARTER 2011 QUARTERLY REPORT
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2900 - Site Mitigation Program
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PR0518132
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ARCHIVED REPORTS 2nd QUARTER 2011 QUARTERLY REPORT
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Last modified
7/10/2019 2:44:31 PM
Creation date
7/10/2019 11:42:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2nd QUARTER 2011 QUARTERLY REPORT
RECORD_ID
PR0518132
PE
2960
FACILITY_ID
FA0013716
FACILITY_NAME
H & H MARINA
STREET_NUMBER
15135
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95219
APN
06908021
CURRENT_STATUS
01
SITE_LOCATION
15135 EIGHT MILE RD
P_LOCATION
01
QC Status
Approved
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EHD - Public
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Site Background Information: Herman and Helens Marina <br /> Page 11 of 13 <br /> through March 2001 (MW-1), and was 3 feet above MSL during December 2003 in MW-12. <br /> Ground waterflow has consistently been east-southeast, at relatively steep gradients in the <br /> immediate area of the levee and low to very low gradients east of the existing ASTs. <br /> Site assessment activities to date defined an area extending from the former UST location <br /> on the levee eastward to the southern half of the AST enclosure where soil is impacted by <br /> high concentrations of petroleum hydrocarbons. The highest petroleum-hydrocarbon <br /> concentrations, up to 4,800 mg/kg TPH-g, were detected beneath the former USTs, at the <br /> time of their removal; high concentrations of petroleum hydrocarbons, up to 4,000 mg/kg, <br /> also were detected in the area of soil borings B11, B16 and MW-6. MTBE is the only fuel <br /> component detected at higher concentrations at a location (MW-6 and 136) other than at the <br /> former USTs. <br /> Based on AGE interpretation of the available data, the initial release(s) of petroleum <br /> hydrocarbons occurred from the former USTs priorto their removal in 1991. Once released <br /> to the subsurface, the contaminants migrated through the apparently sandy levee material <br /> to a vertical depth of approximately 20 feet bsg, at which point the contaminants <br /> encountered the less permeable peat (HU1) and began to migrate laterally as well as <br /> vertically; lateral migration was eastwards, in the direction of ground water flow, towards <br /> the southern portion of the AST enclosure. At the former USTs location, vertical <br /> contaminant migration continued to depths in excess of 120 feet bmsg; AGE attributes this <br /> deep vertical migration as a consequence of a strong vertical component of recharge from <br /> the immediately adjacent Little Connection Slough. <br /> The low to nondetectable MTBE concentrations in the former UST area may be an effect <br /> of the elevated location of the former USTs. Meteoric waters and seepage from the Little <br /> Connection Slough, along with a tidal influence, may have flushed MTBE from the shallow <br /> vadose zone. The steep gradient caused by the slough and levee (0.25 ft/ft) transported <br /> the dissolved MTBE eastward to the area east of the ASTs, where AGE's ground water <br /> maps illustrate gradients ranging from 0.027 ft/ft to 0.085 ft/ft between the wells east of the <br /> levee. This interpretation is consistent with the following site history: <br /> • The USTs were utilized from around1960 up to circa 1991, well into the age of <br /> MTBE usage in gasoline; <br /> • The highest petroleum-hydrocarbon impacts (including both TPH-g and TPH-d) to <br /> soil are at the former UST location; <br /> • Prior to the third quarter 2007 (see below), there have been no documented <br /> releases of fuels from the current AST system - based on the TPH-g and TPH-d <br /> distribution patterns in soil, the releases from the ASTs would have to include both <br /> TPH-g and TPH-d; <br /> • There have been no repairs of the AST system since inception of use; and <br /> Advanced GeoEnvironmen[aI,Inc. <br />
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