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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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1 <br /> 4.4.2 Cost Analysis <br /> Costs for implementing a DPE system are highly variable and depend on site-specific factors including site <br />' soil characteristics,nature and extent of the contaminant plume,and vapor and liquid treatment and <br /> discharge requirements <br />' Table 4-1P resents cost data available for these four case studies Figure 4-4 relates the cost per pound of <br />' contaminant removed and cost per gallon of groundwater removed/treated for Case Study 1 <br /> 4.5 VENDORS <br /> DPE systems are often similar to SVE systems in construction and operation,and do not generally employ <br /> ' uniquely developed and manufactured equipment items(beyond patented items such as self-priming drop <br /> tubes) Further, consultants without patents related to DPE can design,install, and operate DPE systems <br /> ' contingent upon payment of applicable licensing fees or royalties Therefore, in addition to patent holders, <br /> DPE vendors include companies with experience in design,installation,and operation of DPE systems <br /> '. Table 4-2 presents a list of such vendors, including identified patent holders who were contacted during <br /> preparation of this report <br /> 46 STRENGTHS AND LIMITATIONS <br /> The following list outlines the primary strengths of DPE for remediation of sites contaminated with VOCs <br /> ' Increases water extraction rates in low permeability settings <br /> • Increases the vapor extraction zone of influence <br /> • Addresses smear zone and saturated soil contamination <br /> • Enhances removal of free-phase and residual NAPL <br /> ' Potentially reduces ex situ groundwater treatment by in-well stripping in entramment extraction <br /> wells <br /> ' Potentially eliminates the need for downhole pumps and associated controls and instrumentation <br /> through the use of entramment extraction <br /> • 4-19 <br /> 1 <br />
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