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EIGHT MILE
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2900 - Site Mitigation Program
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PR0541077
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Entry Properties
Last modified
7/10/2019 11:01:42 AM
Creation date
7/10/2019 9:52:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0541077
PE
2960
FACILITY_ID
FA0023517
FACILITY_NAME
PS MARINA 5 / KING ISLAND RESORT
STREET_NUMBER
11530
Direction
W
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95219
APN
07119006
CURRENT_STATUS
01
SITE_LOCATION
11530 W EIGHT MILE RD
P_LOCATION
01
QC Status
Approved
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SJGOV\wng
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EHD - Public
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_ ATC Associates Inc. <br /> CVATC 1117 Lone Palm Avenue, Suite 201 <br /> Modesto, California 95351 <br /> 209-579-2221 <br /> ASS O C I ATE 6 INC , faX: 209-579-222$ <br /> that also appears to be laterally extensive underlies the sand layer and appears to be <br /> thickest at MW12 extending from approximately 31 to 46 feet bgs . Relatively thick beds <br /> of sand interbedded with clay and silt were encountered to the terminal depth of <br /> approximately 121 . 5 feet bgs at MW14 . <br /> SITE CONTAMINANTS <br /> Soil <br /> The lateral and vertical extent of petroleum hydrocarbons in soil is defined and extends <br /> predominantly along the levee , west of the store/garage building . The aerial extent of <br /> impact within the levee vadose and saturated zones averages 90 feet in length and 50 <br /> feet in width and is primarily limited to depths between 5 and 25 feet bgs . The aerial <br /> extent of contaminant impact within both the vadose and the shallow saturated zone, <br /> landward further east of the levee, averages approximately 90 feet in length and 40 feet <br /> I <br /> n width and is limited primarily to depths between 5 and 15 feet bgs . A very low <br /> concentration of MTBE was detected in the soil sample collected from MW11 at a depth <br /> of 51 .5 feet bgs, and very low concentrations of DRO were detected in the soil samples <br /> collected from MW14 at depths of 87. 5 feet bgs and 98 feet bgs . These results are <br /> regarded to be anomalies , as impact to soil is unlikely to occur at these depths and soil <br /> samples collected from both these borings at shallower depths were not reported to <br /> contain petroleum hydrocarbons. <br /> A summary of laboratory analytical results of soil samples is presented in Table 2 . The <br /> monitoring well locations are shown on Figure 2. <br /> Groundwater <br /> MTBE and TBA constitute the contaminant groundwater impact at the site . MTBE <br /> represents the greatest aerial extent of contaminant constituents in groundwater. The <br /> MTBE groundwater plume in Zone A is generally defined . MTBE was detected at <br /> concentrations below the Maximum Contaminant Level (MCL) in perimeter wells MW8 <br /> and MW9 . The laboratory analytical results indicate the TBA groundwater plume is <br /> adequately defined as this constituent was not detected in any of the perimeter wells . <br /> Monitoring well MW7 continues to be the most impacted well . <br /> Differences in groundwater elevations with respect to the Zone A and Zone B wells and <br /> deeper well MW14 indicate the presence of confining layers or aquitards in the <br /> subsurface. MTBE was the only constituent detected in Zone B groundwater monitoring <br /> wells. Very low concentrations of MTBE were detected in the Zone B groundwater <br /> monitoring wells, indicating the lateral and vertical extent of contaminant impact to <br /> groundwater in Zone B is generally defined . Petroleum hydrocarbons were not detected <br /> in sentinel well MW14 . <br /> KIR 2009 WP for Pilot Testing.doe ATC Associates Inc. <br /> SMnviromnental\62514 — KIR ATC Project No. 54.62514.0001 <br /> Page 6 <br />
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