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3500 - Local Oversight Program
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PR0545744
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
6/9/2020 9:44:11 AM
Creation date
6/9/2020 9:41:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0545744
PE
3528
FACILITY_ID
FA0004065
FACILITY_NAME
WATERFRONT YACHT HARBOR
STREET_NUMBER
333
STREET_NAME
TULEBURG LEVEE
City
STOCKTON
Zip
95203
APN
13701006
CURRENT_STATUS
01
SITE_LOCATION
333 TULEBURG LEVEE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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TABU - CHECKLIST OF REQUIRED D�WA <br /> •° FOR NO FURTHER ACTION REQUESTS AT UNDERGROUND TANK SITES <br /> Site Name and Location: Tuleburg Yacht Harbor, 333 Tuleburg Leyee, Stockton, San Joaquin County <br /> ; A well survey was not completed. County states that <br /> � <br /> 1. Distance to production wells for municipal, domestic, agriculture, no water supply wells were identified within 2,000 feet <br /> industry and other uses within 2000 feet of the site; of the site. <br /> 2. Site maps, to scale, of area impacted showing locations of former and existing tank systems, Three USTs closed in place. <br /> excavation contours and sample locations, boring and monitoring we!1 elevation contours, Site maps are provided. <br /> gradients,and nearby surface waters, buildings, streets, and subsurface utilities; <br /> cross section treatments stem diagrams; Soil borings show silty clay to 14 feet,and sandy <br /> Y� 3. Figures depicting lithology( ) y silt to 20 feet <br /> 'r USTs were closed in place. Soils were not excavated. <br /> 4. Stockpiled soil remaining on-site or off-site disposal(quantity); <br /> Monitoring wells were not installed at this site. <br /> —.5._Monitoring,wells remain.ing an-site,.fate;, <br /> N 6. Tabulated results of all groundwater elevations and depths to water; Depth to water was measured at 10 to 14 feet bgs. <br /> Groundwater flow is estimated to the south. <br /> Y 7.Tabulated results of all sampling and analyses:` A"groundwater grab sample collected in January 2000 showed TPHd at <br /> 110 pg/1. All other constituents including M#BE were nori-detect: <br /> Detection limits for confirmation sampling Maximum soil contamination in mg/kg shows TPHg at 1.4, TPHd at 8.6, <br /> l <br /> Lead analyses xylenes at 0.016, and lead at 14. All other constituents are non-detect. <br /> 8. Concentration contours of contaminants found and those remaining in soil Lateral and vertical extent of soil <br /> 0 and groundwater, and both on-site and off-site: contamination is defined. Lateral extent.of <br /> Lateral and YLJ Vertical extent of soil contamination groundwater is defined by downgradient <br /> © <br /> ❑ Lateral and Y� Vertical extent of groundwater contamination City of Stockton monitoring well. <br /> Y " <br /> 9. Zone of influence calculated and assumptions used for subsurface A remediation system was not operated at <br /> 0 remediation system and the zone of capture attained for the soil and d this site. <br /> groundwater remediation system; F <br /> 10.Reports/information Y� Unauthorized Release Form QN1R$ <br /> r <br /> 0 Boring logs PAR 0 FRPOther(Subsurface investigation Report) <br /> 11.Best Available Technology(BAT) used or an explanation for not using BAT, Natural attenuation of petroleum <br /> hydrocarbons. <br /> r-- <br /> M,12.Reasons why background wasfis TPHd and TPHg remain in on-site soil and groundwater, <br /> unattainable using BAT; <br />} 13.Mass balance calculation of substance A mass balance was not completed <br /> treated versus that remaining; <br /> 14.Assumptions, parameters, calculations and model used in risk A risk assessment was not completed. <br /> assessments, and fate and transport modeling, <br /> Y 15. Rationale why conditions remaining at site will not adversely Soil and groundwater contamination is limited-in extent. <br /> impact water quality, health, or other beneficial uses;and Contamination will naturally attenuate. <br /> By: Comments: Three 5,000-gallon USTs(one gasoline and two diesel) were closed-in-place in May 2000. Soil samples <br /> P � collected from six soil borings showed maximum concentrations of TPHg and TPHd at 1.4 mg/kg and 8.6 mg/kg, <br /> respectively. One groundwater grab sample, collected at 14.5 feet bgs in soil boring SB-1, showed TPHd at 110 pg/!. No <br /> other constituents including MtBE were detected. The City of Stockton monitoring well MW-8 at the former Union Oil <br /> Date: Company property, 130 feet south and downgradient of,the site showed toluene at 0.93 pg/1 in September 1999. All other <br /> constituents tested were non-detect. The closed-in-place USTs are approximately 255 feet south of the Stockton <br /> Channel. The groundwater flow direction is consistently to the south as identified at multiple south shore sites. The area <br /> south of the site is covered with asphalt`which should limit leaching and transport of contaminants. Based on the limited <br /> t, extent of soil and groundwater contamination, Board staff concur with San Joaquin County's closure recommendation. <br />
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