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WORK PLANS CASE 1
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WORK PLANS CASE 1
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Last modified
7/30/2019 11:52:55 AM
Creation date
7/30/2019 11:45:00 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
CASE 1
RECORD_ID
PR0544710
PE
3528
FACILITY_ID
FA0006247
FACILITY_NAME
Western Lift
STREET_NUMBER
3430
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17525063
CURRENT_STATUS
02
SITE_LOCATION
3430 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Corrective Action Plan Ia.,/ '4," Page 2 <br /> Cutter/Western Lift Site <br /> GPE Project No. 102.3 <br /> December 12,2003 <br /> Remedial Action Pilot Test & Feasibility Study, and dated August 1, 2003 and a directive of <br /> the San Joaquin County Environmental Health Department dated September 29, 2003. <br /> 1.2 Proposed Scope of Work <br /> The goal of the work described herein is to complete the engineered remedial work for this <br /> site. This work will be based on the vapor extraction method of contaminant removal and will <br /> be aided by air sparging. To accomplish this goal, new vapor extraction and air sparge wells <br /> will be constructed in the vicinity of the release and surface equipment will be installed to <br /> operate the wells and to monitor the performance. <br /> The following two sub-sections discuss the guiding concepts of the tasks being proposed by <br /> this CAP, and introduce the major elements of the work that will be needed to accomplish the <br /> stated goals. <br /> 1.2.1 Conceptual Basis <br /> In recent years, groundwater has been at relatively high levels; generally in the vicinity of 30 <br /> feet below grade. The surface of groundwater in recent years has, however, been as high as 22 <br /> feet bgs, but as late as 1994 was as low as 40 feet bgs. Currently, the level is about 33 bgs. <br /> The highest concentrations of gasoline are known to lie from about 35 to 45 bgs, well below <br /> the surface of groundwater. Based on information in the Pilot and Feasibility Study and other <br /> related reports, and due to the soil characteristics as well as the height of the water column <br /> over the contaminated interval, it was determined that remedial measures based solely on <br /> vapor extraction would not be sufficient to materially reduce the contaminant mass below <br /> groundwater in a reasonable period of time. Air sparging was introduced as a method to <br /> mobilize the hydrocarbon plume located underneath the groundwater surface. Air sparging is <br /> a process in which air is injected into the saturated subsurface. This, in-turn, introduces <br /> oxygen, thus helping to facilitate the growth of aerobic bacteria, while also mobilizing <br /> contaminants and bringing them to the groundwater surface thus enhancing the effectiveness <br /> ti <br /> of vapor extraction. As these mobilized hydrocarbons move through, and up the water <br /> column, adjacent vapor extraction wells may be used to extract the mobilized petroleum <br /> hydrocarbons. The pilot test conducted in the summer of 2003 suggested that sparging would <br /> be effective in mobilizing hydrocarbons from the saturated zone in this manner. <br /> The method of sparging air into the saturated zone with the partial purpose of mobilizing <br /> hydrocarbons toward vapor extraction points is essentially a petroleum displacement <br /> technique. One way to use the displacement technique efficiently is to establish a regular <br /> pattern or grid of vapor extraction wells in conjunction with a similar pattern of sparge wells. <br /> We propose to employ the "4-spot" pattern in which a "triangle" of three approximately <br /> equally spaced vapor extraction wells with a sparge well in the center of each pattern. (See the <br /> site map for a graphical representation and specific well locations.) A total of four such 4- <br /> spot patterns are called for. The spacing of this grid pattern was determined based upon on <br /> the radius of influence of the sparge wells. In the pilot test of 2003, it was concluded that the <br /> V <br /> 2937 Veneman Ave.,#13240 Geo-Phase Environmental Inc. Phone(209)569-0293 <br /> Modesto,CA 95356 Fax(209)569-0295 <br />
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