Laserfiche WebLink
' Corrective Action Plan <br /> Montgomery Ward Auto Service Center, Stockton, CA <br />' <br /> - Flow rate of 200 to 300 scfin <br /> 10- to 12-inch mercury vacuum rating <br /> Air-Sparging System <br /> A limited amount of testing was performed during the pilot testing at the Montgomery <br /> Ward Site to evaluate air sparging Basically, air sparging was implemented in one well <br /> (VEW-1B) for a period of about four hours During the first two hours, air sparging was <br /> implemented on a pulsed mode, i e , it was on for a short period (1 to 2 minutes) and off <br /> for the same period After the first two hours, continuous air sparging was performed for <br /> two hours Approximately 5 scfm of air at 30 psi of pressure was infected into the bottom <br />' of the well through a flexible tube A packer was installed above the injection point <br /> between the well casing and air infection tubing to prevent the sparged air from traveling <br /> back into the well only <br /> During the air sparging test, EAI monitored the following parameters 1) vapor <br /> concentration in the surrounding wells and soil vapor probes, 2) dissolved oxygen level in <br /> the surrounding ground water monitoring wells and air sparging monitoring wells The <br />' results show that limited influence of air sparging can be interpreted to exist It appears <br /> that the vapor concentration and dissolved oxygen levels in adjacent wells (VEW-3, VEW- <br /> 4 and VEW-5) increased after sparging was started This would support the following <br /> conclusions <br /> ■ 5 scfm at 30 psi is appropriate for air sparging at this location <br /> Radius of influence of the air sparging is probably around 20 to 30 feet around <br /> VEW-1B <br /> 8.3 System Components <br /> Existing Vapor Extraction/Combination/Air Sparging Wells <br />' The locations of all existing wells associated with the Montgomery Ward Site are shown in <br /> Figure 12 Construction details for all existing wells are summarized on Table 9 and <br /> provided in Appendix B Well VEW-1 was designed to be located at the center of the <br />' impacted soil plume near B-11 Well VEW-1 consists of a dual well configuration (VEW- <br /> lA and VEW-1B) VEW-1A is screened between a depth of 10 and 25 feet bgs while <br /> VEW-1B is screened between 25 and 40 feet bgs This dual-well completion will allow <br /> targeting specific depth intervals of the soil plume in this area <br /> Well VEW-2 is screened from 15 to 35 feet bgs Well VEW-2B is screened between 35 to <br /> 50 feet bgs This dual-well completion will allow targeting specific depth intervals of the <br /> soil plume in anis area <br /> Wells VEW-3, VEW-4 and VEW-5 all have screens for vapor extracting at depths of 20 to <br />' 30 feet bgs <br /> „ being <br /> .] nvrrnnt,nn cx,ell [IP11 VFW-1B .- also screened <br /> in dLLLLltloil to llGlilg useu as a `vapor 1.A�L[AV 41V11 , <br />' between 64 and 65 feet bgs (which is about 20 feet below the ground water table) so that <br /> the well can be used as an air sparging well A 64 foot long, 1-inch PVC pipe assembly <br /> was constructed with a packer at the bottom and blank casing above the packer A 3/8- <br /> Project No 1232 - 22 - <br /> SAB <br /> 22 -SAB WOR➢1232CAP <br />