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ARCHIVED REPORTS XR0007048
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EIGHT MILE
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11530
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2900 - Site Mitigation Program
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PR0541077
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ARCHIVED REPORTS XR0007048
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Last modified
7/10/2019 11:54:05 AM
Creation date
7/10/2019 10:14:53 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007048
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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EHD - Public
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AM <br /> MEW <br /> (YVAI NINO <br /> A s s a c i a r E s i N c <br /> Regionally, groundwater typically flows away from the levees towards the lower lying areas and <br /> is also influenced by tidal fluctuations A primary use of surface water in the Delta region is <br /> imgation of agricultural land, and is controlled by irrigation ditches found throughout the region <br /> A quarterly groundwater program has been ongoing at the site since April 1991 The most recent <br /> groundwater monitoring event was conducted on June 9, 1999 and included measuring depth to <br /> water in all on-site groundwater monitoring wells A groundwater gradient map was created using <br /> the data collected on June 9, 1999 and is shown on Figure 3 Groundwater flows northeast, away <br /> from the slough, with a gradient of approximately 0 07 feet/foot or 370 feet per mile Thus <br /> groundwater gradient is consistent with the historical groundwater gradients measured since 1991 <br /> 32 Site Geology <br /> Soul from borings SB28 through SB30 and borings SB33 through SB37 consisted of elastic silts <br /> and lean clays with varying amounts of sand and clayey sand from the surface to depths between <br /> 6 to 9 feet bgs Soil in these borings from depths between 6 to 9 feet 16 feet bgs, the maximum <br /> depth explored, consisted of peat and organic soil with a layer of poorly graded sand in boring <br /> SB30 and a layer of lean clay and elastic silt in boring SB33 <br /> Soil from borings SB31 and SB32 consisted of peat and organic soil from the surface to 16 feet <br /> bgs, the maximum depth explored Soil boring logs with a detailed description of soil types are <br /> contained in Appendix A <br /> 4.0 RESULTS <br /> 4.1 Petroleum Hydrocarbons in Soil <br /> Soil samples collected at depths of 10 feet bgs from borings SB28, SB29, and SB30 contained <br /> detectable concentrations of TPHg Soil samples collected at depths of 10 feet from borings <br /> SB31 and SB36 and at depths of 15 feet bgs from borings SB28 and SB29 contained very low <br /> concentrations of TPHg Soul samples collected at depths of 10 feet and 15 feet bgs from <br /> borings SB28, SB29, SB30, SB31, and SB32 contained detectable concentrations of TPHd <br /> Concentrations attenuate rapidly with depth Isoconcentration Maps showing the TPHg and <br /> TPHd concentrations in soil at 10 feet bgs are shown on Figures 4 and 5, respectively <br /> Soil samples collected at depths of 10 feet bgs from borings SB28, SB29, SB31, and SB36 <br /> contained detectable concentrations of the oxygenate fuel additive methyl tertiary butyl ether <br /> (MTBE) Soil samples collected at depths of 15 feet bgs from borings SB29 and SB36 also <br /> contained low detectable concentrations of MTBE An Iso concentration Map showing the <br /> MTBE concentrations in soil at 10 feet bgs is shown on Figure 6 <br /> Low concentrations of BTEX constituents were detected in the soil samples collected from <br /> borings SB28, SB29, SB30, SB31, SB32, and SB36 Analytical results of soil samples are <br /> w 1625[4lreportslsummv doc 5 <br />
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