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2900 - Site Mitigation Program
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PR0540858
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Last modified
8/1/2019 10:18:09 AM
Creation date
8/1/2019 10:06:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0540858
PE
2960
FACILITY_ID
FA0023360
FACILITY_NAME
ARCO SERVICE STATION #2130
STREET_NUMBER
7906
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95210
CURRENT_STATUS
01
SITE_LOCATION
7906 N EL DORADO ST
QC Status
Approved
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EHD - Public
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N <br /> August 6, 2014 <br /> Page 4 of 10 <br /> Reference: Well Destruction Work Plan ARCO No. 2130 <br /> • VW-9 and VW-12 are located within 14- 15 inches of live electrical lines that provide <br /> service to the site . Stantec is prepared to perform lock out tag out of the lines, but given <br /> the close proximity to spinning augers, Stantec is recommending that that these wells be <br /> pressure grouted with a variance. <br /> • MW-6 was installed in 1992 and is now located immediately adjacent to an underground <br /> electrical line/box in the right-of-way. This utility service location had to be installed post- <br /> well installation and cannot be locked out or tagged out . There are also utility and <br /> overhead signage limitations. <br /> These fifteen wells ( MW-5, MW-6, MW-13, MW-16, MW-20, AS-2, AS-3, VW-3, VW-6, VW-8 through <br /> VW- 12, and MS-3A/B) are recommended for pressure-grouting with a county variance of a <br /> mushroom cap only within the diameter of the borehole. Prior to pressure-grouting activities, the <br /> well casing will be inspected for obstructions; if obstructions are found, they will be removed prior <br /> to grouting . With County concurrence, these 15 wells will be destroyed by pressure grouting, <br /> which consists of filling the well and filter pack with neat cement grout through a tremie pipe <br /> from total depth to top of well casing . Grout will be allowed to settle and then topped off before <br /> pressure is applied to the wells at 25 pounds per square inch for ten minutes . <br /> Following pressure grouting, the top 3 feet will be cleared with an airknife and vacuum truck, <br /> creating a hole at least the some width as the auger originally used to install the well (8 to 12 <br /> inches) . In addition, the well box, concrete apron, and well casing from 2.5 feet below ground <br /> surface to grade will be removed . After the well box, concrete apron, and length of well casing <br /> are removed, grout sealant will be placed to spill out of the top of the well casing to form a <br /> mushroom cap seal to 2 feet bgs. The remaining void will be filled with native soil or engineered <br /> fill and the surface will be completed to match the existing grade. The four wells (AS-2, AS-3, <br /> VW-6 and VW- 11 ) located in the tank pit have a very large vault/well box around them and will <br /> be left in place to prevent sparks that could be generated if removal was attempted . A profile <br /> diagram of the top three feet of these wells is included in Attachment C . <br /> Waste Management <br /> All investigation derived waste, including soil and groundwater (if present) from the well and soil <br /> vapor probe destruction activities will be stored on-site in Department of Transportation- <br /> approved 55-gallon drums pending proper disposal. All waste will be transported and disposed <br /> of at an appropriate State-certified disposal facility. <br /> Design with community in mind <br />
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