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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
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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1 <br /> r <br /> • Wellhead vacuum <br /> • Vapor extraction rates <br /> rGroundwater extraction rates <br /> • Vapor hydrocarbon content <br />' Extracted groundwater quality <br /> i <br /> Following the pilot test,additional monitoring may be conducted to assess the rate at which system <br /> r <br /> characteristics return to equilibrium <br /> vapor Analysis of or extraction data obtained during pilot testing is similar to that for SVE pilot testmg <br /> Y p <br />' Parameters related to groundwater extraction,such as extraction flow rate and water table drawdown, are <br /> also analyzed Groundwater modeling data may be used to determine required well spacing To address <br />' varying soil characteristics across a site,full-scale systems may be designed,built, and operated in a <br /> phased approach to capitalize on operating data obtained from wells installed during earlier phases (Tetra <br /> Tech 1996a) <br /> Smaller full-scale systems may be designed using available physical and theoretical data to avoid incurring <br /> costs associated with pilot testing Typically, when a pilot test is not conducted,both well spacing and <br /> extraction equipment are conservatively sized to ensure that the system will perform at expectations or <br /> ' better <br /> 4.3.1 2 Extraction Well Design <br /> Generally,DPE wells are designed with screened intervals above and below the groundwater table at the <br /> 1 <br /> location of greatest contamination Selected screen depths must consider the hydrogeology and extent of <br /> dewatering required The lower portion of the extraction well screen and filter pack are generally sized <br /> using guidelines for groundwater extraction (WDNR 1993)to prevent entrainment of fines into the <br /> extraction system Well diameter is based on site-specific design factors similar to those for SVE and on <br /> requirements of the type of DPE employed, the diameter must be large enough to accommodate any <br /> ' downhole apparatus associated with extraction system requirements Existing monitoring wells with <br /> 4-6 <br /> r <br /> r <br />
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