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ARCHIVED REPORTS XR0009921
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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E
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ELEVENTH
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152
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3500 - Local Oversight Program
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PR0544359
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ARCHIVED REPORTS XR0009921
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Entry Properties
Last modified
11/19/2024 10:19:01 AM
Creation date
4/17/2019 3:27:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009921
RECORD_ID
PR0544359
PE
3528
FACILITY_ID
FA0007196
FACILITY_NAME
RUSSELLS FLOWER PAVILION
STREET_NUMBER
152
Direction
E
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23517305
CURRENT_STATUS
02
SITE_LOCATION
152 E ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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WNg
Tags
EHD - Public
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Corrective Action Plan Page 13 <br /> Other remediation technologies, beyond those discussed above, were considered in the <br /> context of their applicability to the subject site These included bio-venting, where air is <br /> drawn through contaminated soils, either by injecting it into, or drawing it from, an array <br /> of wells that penetrate the vadose zone The flow of air removes VOCs from the affected <br /> soil and introduces oxygen that can stimulate biodegradation of hydrocarbons by <br /> indigenous biota However, in field trials of practical duration, bio-venting has not been <br /> shown to be capable of reducing contaminant concentrations to levels below those of <br /> regulatory concern at sites where contaminated soil is in contact with groundwater Its <br /> applicability is therefore generally restricted to site-specific situations where it can be used <br /> to supplement other remediation methods <br /> At the 152 East I Ith Street, site bio-venting could not be used to supplement a primary <br /> remediation system unless the water table was lowered by at least S ft over a wide area <br /> and, as has been previously discussed, this would require groundwater to be pumped at an <br /> impractical high rate and the discharge from a suitable treatment system would exceed the <br /> Iimiting rate set by the CRWQCB With these constrains and the inability to install the <br /> necessary wells in any but a limited portion of the area affected by contamination, bio- <br /> venting would not be cost-effective in this case <br /> Other in-situ remediation techniques that might otherwise be used to supplement <br /> groundwater recovery and treatment (such as active bio-remediation by injection of <br /> nutrients and oxygen to stimulate microbial digestion of hydrocarbons) would treat only a <br /> small fraction of the most severely affected area of the subsurface and/or would require <br /> groundwater to be pumped at such a rate that they would be either impractical or not cost <br /> effective under the site-specific conditions <br /> PROPOSED REMEDIATION SYSTEM <br /> For the reasons presented above, groundwater recovery and treatment has been selected <br /> as the most practicable and cost effective method for remediating the subject site <br /> Groundwater recovery wells will be installed so that contaminated water can be <br /> expeditiously extracted from the most severely affected areas, including areas under the <br /> public streets, and so that the plume of contamination can be hydraulically contained while <br /> less severely affected groundwater is drawn into the wells from further afield This can be <br /> achieved within the regulatory limits set for discharges of treated effluents to surface <br /> water and uncontrolled emissions to the air Remediation will be accelerated by operating <br /> the system so as to repeatedly flood zones of contaminated soil to flush them of <br /> hydrocarbons and stimulate natural biodegradation of contaminants by indigenous <br /> microbial biota <br /> 1 <br />
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