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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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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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r <br /> r <br /> sufficient diameter and adequate design characteristics (appropnately-sized screen slots)can be converted <br /> rfor use as extraction wells Downhole pump systems generally require larger diameter wells than either <br /> well-screen or drop-tube entrainment systems <br /> r <br /> Full-scale DPE systems have been mstalled to approximately 100 feet below ground surface (bgs) <br />' Specific limits on well installation depth have not been reported <br /> Extraction well spacing is determined by results of pilot testing and by remedial objectives For sites with <br /> dissolved-phase contamination,well spacing is largely based on the groundwater capture radius,or the <br /> distance from a well where drawdown is sufficient to overcome the regional water table gradient <br /> ' (Hackenberg and others 1993) Extraction well spacing must provide for adequate dewatering of the <br /> contaminated area—Well spacing in areas with free product is generally based on the product capture zone <br /> rof influence(Tetra Tech 1996b)or the distance from the well where the slope of the free water surface <br /> approaches zero (LNAPL will theoretically not flow toward the well beyond this distance [Hackenberg <br /> ' and others 1993] ) For highly contaminated vadose zone source areas,well spacing may be based on an <br /> SVE design zone of influence The SVE design zone of influence is generally more conservative than the <br /> actual zone of influence obtained during pilot testing and is selected to achieve accelerated remediation of <br /> vadose zone soils <br /> 1 <br /> High vacuums associated with DPE systems may promote short circuiting of air flow at the wellhead from <br /> ' ground surface,particularly in shallow formations This problem can be circumvented by use of a surface <br /> seal Surface seals are typically constructed by placing an impermeable liner over the extraction area <br /> 43.1.3 Extraction Equipment Design <br /> ' Typical components of the extraction system include an extraction blower,vapor/liquid separator,vapor <br /> phase treatment, and liquid phase treatment Design of extraction system equipment is generally based on <br /> ' desired extraction vacuum, anticipated vapor and groundwater extraction rates, and anticipated vapor and <br /> groundwater concentrations and compositions <br /> The vapor extraction rate from each extraction well is dictated by local soil pneumatic characteristics,well <br /> design and screen length, and applied system vacuum Overall vapor extraction system capacity is <br /> 4-7 <br /> 1 <br />
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