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WORK PLANS FILE 2
Environmental Health - Public
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EHD Program Facility Records by Street Name
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DR MARTIN LUTHER KING JR
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749
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3500 - Local Oversight Program
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PR0544218
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WORK PLANS FILE 2
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Last modified
3/5/2019 9:51:19 AM
Creation date
3/5/2019 9:28:27 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
RECORD_ID
PR0544218
PE
3526
FACILITY_ID
FA0003870
FACILITY_NAME
SRH FOOD & GAS
STREET_NUMBER
749
Direction
E
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
14734309
CURRENT_STATUS
02
SITE_LOCATION
749 E DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Tags
EHD - Public
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N <br /> l <br /> III Nature and Extent of Contamination <br /> The vadose soil under the station contains gasoline and oxygenates that still remains. The soil <br /> zone extends to about 30 feet below the surface. There are pockets of contamination in the <br /> vadose zone around all the wells on site. <br /> The ground water has a contamination plume that extends horizontally from MW-9 to MW-11 . Well <br /> MW-11 is the most easterly well at this site . The vertical depth of the plume is from the water <br /> table to an unknown depth but boring B-4 found contamination at 160 feet bgs. <br /> In the past we had a Vapor Extractor System operating starting in July 1997 to July 2003 . The <br /> system removed about 46,411 pounds of gasoline vapor from this site. <br /> On July 27 and 28, 2005 we installed two monitoring wells (MW- 14 and MW-16) to test the <br /> contamination . <br /> IV Contaminate Transport <br /> The Hydraulic Conductivity of the groundwater is 0. 07203 Feet/Day or 0. 00060 Feet/ Minute , The <br /> shallow ground water flows to the northeast. This shallow groundwater is retained from <br /> descending by a clay layer located at 38 to 42 feet bgs on the west side of the station . The <br /> majority of the contamination originates near a line from MW-6 to MW-4; it flows to the east from <br /> that point. The highest point of contamination is in well MW- 1 . To treat this contamination , we will <br /> have to treat the water along that line and near the highest source area around MW- 1 . <br /> V Remedial Action Objectives and Processes <br /> The contamination plume could be treated with processes to destroy the contamination as it <br /> passes through the area. This can be performed by using a C-Sparger System or by treating the <br /> groundwater with a PulseOX 100 system or by Process 3. <br /> Process 1 <br /> The C-Sparger wells will be placed in the area near the edge of the site plume, Our plan would be <br /> to place a C-Sparger System in the area close to the east edge of the plume at this site . The work <br /> plan will show the position of the wells and their depth . This will be accomplished by placing six <br /> (6) sparging wells in front of the plume. <br /> The ozone sparging process employs nano-to micro-sized bubbles of air encapsulated ozone, <br /> created by forcing the air/ozone mixture through Spargepoints into the groundwater. The micro <br /> bubbles are pulsed through cleaning up the groundwater. After the initial reaction , ozone will <br /> decompose to oxygen. <br /> 5 <br /> ISI <br />
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