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ARCHIVED REPORTS_XR0005705
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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N
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99 (STATE ROUTE 99)
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11396
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3500 - Local Oversight Program
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PR0545624
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ARCHIVED REPORTS_XR0005705
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Entry Properties
Last modified
11/19/2024 1:50:32 PM
Creation date
4/29/2020 1:18:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005705
RECORD_ID
PR0545624
PE
3528
FACILITY_ID
FA0003786
FACILITY_NAME
T&T TRUCKING INC
STREET_NUMBER
11396
Direction
N
STREET_NAME
STATE ROUTE 99
STREET_TYPE
RD
City
LODI
Zip
95240
APN
05926010
CURRENT_STATUS
02
SITE_LOCATION
11396 N HWY 99 RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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1 <br /> • During the 28 weeks of system operation,more than 17,000 pounds of contaminant was removed <br />' (2,600 gallons of gasoline equivalent), and 89,000 gallons of groundwater had been extracted and treated <br /> Seventy-five percent of soil samples collected contained nondetectable levels of benzene,and detections in <br /> the remaining samples were approximately 0 17 mg/kg Confirmatory groundwater samples collected from <br /> three wells contained nondetectable levels of BTEX and total volatile hydrocarbons Site closure was <br />' obtamed in 1991 <br /> I4 4.1 3 Release From An Electronics Manufacturing Facility In Texas <br /> A drop-tube entrainment system was installed to remediate VOC contamination at the site of a closed <br /> surface impoundment at an electronics facility (GSI 1997) The extraction well network consists of <br /> 14 wells incorporating drop tubes The wells were installed to 25 feet below ground surface and are spaced <br /> ' approximately 20 feet apart The extraction system includes an air-cooled rotary lobe blower, a <br /> liquid/vapor separator,a centrifugal silt removal unit, a groundwater transfer pump, a scale inhibitor <br />' addition system, and piping and accessories necessary to form a connection to existing treatment plant <br /> facilities The system vacuum blower was operated at approximately 20 scf n at 20 inches of mercury <br /> Soils at the site consist of four principle strata The uppermost unit is a sandy, silty clay with an <br /> ' approximate thickness of 10 to 15 feet(Umt 1) Underlying the uppermost unit is a 5 to 8 foot thick layer <br /> of silty,clayey,fine sand (Unit II),followed by a 10 to 12 foot layer of sandy, silty,stiff,laminated clay <br /> I (Unit III) Beneath the upper three layers is a fossnlnferous, silty shale Groundwater in the vicinity of the <br /> site occurs within the silty layer(Unit II) At most well locations,the static water level is at a depth of <br /> ' approximately 10 feet below grade The hydraulic conductivity of the saturated silty sand unit averages <br /> approximately 6 1 x 10 5 cm/sec At the start of system operation,the affected groundwater plume ranged <br /> ' in depth from 15 to 22 feet and extended over an approximate area of 205,000 square feet The plume <br /> contained a maximum concentration of 225 mg/L of chlorinated solvents Contaminants of concern <br /> included phenol(5 83 mg/L), 1,2-dichloroethane (118 mg/L),methylene chloride (88 mg/L), <br /> ' trichloroethylene (8 44 mg/L), and BTEX(0 074 mg/L benzene, 0 305 mg/L toluene,0 018 mg/L <br /> ethylbenzene, and 2 95 mg/L xylene,respectively) <br /> 4-16 <br /> I <br /> I <br />
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