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ARCHIVED REPORTS_XR0009037
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545813
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ARCHIVED REPORTS_XR0009037
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Last modified
7/10/2020 1:06:08 AM
Creation date
7/9/2020 1:13:03 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009037
RECORD_ID
PR0545813
PE
3528
FACILITY_ID
FA0000713
FACILITY_NAME
RIPONA MARKET
STREET_NUMBER
223
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
RIPON
Zip
95366
APN
26106014
CURRENT_STATUS
02
SITE_LOCATION
223 W WASHINGTON ST
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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' Ripona Market October 28,2004 <br /> Corrective Action Plan <br />' Bioscreen4 modeling predicts the MTBE plume to attenuate to less than 10 ug/l at <br /> approximately 100 feet within 18 years with a residual groundwater <br />' contamination in the source area of 380 ug/1 The lack of a significant <br /> contaminant reduction in the source area is consistent with the assumed lack of <br /> biodegradation of the MTBE <br /> 4.2 Oxygen Releasing Compound/Enhanced Natural Attenuation <br /> I The use of Oxygen releasing compound (ORC) to provide an oxygenated <br /> environment that would stimulate the growth of aerobic bacteria that would <br /> biologically reduce the MTBE contamination was evaluated using the Regenesis, <br /> Inc "ORC Design Software for Grid Applications Using Slurry Infections" US <br /> Version 3 1 A printout of the evaluation is attached in Appendix 4 The oxygen <br /> demand for the MTBE contamination is calculated and an appropriate volume of <br /> ORC necessary to establish and maintain an oxygenated environment estimated <br /> The appropriate number and density of slurry filled borings is also calculated <br /> IThe soft ware estimates that 180 pounds of ORC placed in 6 soil bonngs placed <br /> on 10 foot centers in the source area (3 rows of 2 borings per row) would establish <br /> and maintain an oxygenated environment The estimated cost for the material and <br />' the drilling using a GeoProbe type machine is approximately $4,000 00 This does <br /> not include project management, documentation, and ongoing groundwater <br /> monitoring The use of a passive oxidation system does not generate contaminates <br /> 10 vapor or water which require treatment and disposal or require continuing onsite <br /> monitoring, equipment maintenance or power supply <br /> 4.3 Dual Phase Vapor Extraction ,} <br /> Dual phase vapor/ water extraction is the use of an applied vacuum to remove air <br /> and water from an extraction well The extraction air / water mixture is piped <br /> through an setting chamber where the water is collected at the bottom and the air <br /> containing petroleum vapors is piped to a scrubber and discharged to the <br /> atmosphere Usually a discharge permit from the local Air Pollution Control Boar <br /> is required for the discharge Contaminated water is treated usually with carbon <br /> filters and either disposal to a sewer system, contained on site and transported to <br /> waste recycling center, or discharged to a spray field in areas where sewer service <br /> is not available Permits from the Publicly Owned Treatment Works (POTW) are <br /> I required for to disposal sewer system for of to the separated Offsite disposal of <br /> the extracted water is not cost effective except limited quantities generated during <br /> short duration pilot tests The preferred disposal option would involve treatment <br /> and disposal to a Publicly Owned Treatment Works (POTW) <br /> Pilot test costs including work plans, permitting, and documentation range from <br /> I $15,000 to $25,000 for a 5 day test depending on the contamination treatment and <br /> disposal costs Installation of a soil vapor extraction system in source area would <br /> involve the installation of a vapor extraction well to focus the vacuum at the water <br /> 10 <br /> I <br />
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