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WORK PLANS FILE 2
Environmental Health - Public
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PR0544153
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WORK PLANS FILE 2
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Last modified
2/15/2019 9:30:44 AM
Creation date
2/15/2019 8:37:18 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
RECORD_ID
PR0544153
PE
3528
FACILITY_ID
FA0006773
FACILITY_NAME
ARCO 02186
STREET_NUMBER
3212
Direction
N
STREET_NAME
CALIFORNIA
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
12532001
CURRENT_STATUS
02
SITE_LOCATION
3212 N CALIFORNIA ST
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Stantec <br /> Addendum to Work Plan for Vapor Probe Destruction, Well Destruction, and Well Installation <br /> ARCO Service Station No. 2186 <br /> January 26, 2009 <br /> advanced to a depth of 65 ft bgs, using a drill-rig equipped with a 15-inch diameter, continuous <br /> flight, hollow-stem auger centered on the eight-inch pilot hole. An eight and 518 inch diameter, <br /> flush-threaded, steel conductor casing will be set within the annulus of the a g. The--annular <br /> space between the inner diameter of the auger and the outer diame#er of the conductor casing <br /> will be filled with neat cement and/or grout via tremie pipe from total depth to 12-inches from the — <br /> surface. The grout will be given at least 24-hours to cure, after which the soil boring will be <br /> continuously cored beginning at 65 ft bgs to the total depth using a drill rig equipped with an <br /> eight-inch diameter, continuous flight, hollow-stem au er insi r casing. <br /> _ <br /> The deep we tie constructed of two diameter, flush-threaded, schedule 0 PVC well <br /> casing with20 of 0.020-inch factory-slotted well screen set at depths o 70 to 8 bgs, <br /> nstead of 65 o 85 ft bgs. A sand filter pack will be placed in the annular space surrounding the ` <br /> entire screened interval, and will extend approximately one to two ft above the screen interval. <br /> A two to three-foot thick bentonite annular seal will be placed above the filter pack and will be <br /> �S hydrated. The remainder of the annular space will be filled with neat cement and/or grout from <br /> the top of the bentonite seal to within 12 inches of the surface. The well will be secured with a <br /> locking well cap, and completed with a watertight traffic-rated well box installed at grade. A <br /> detail of the well completion is presented in Figure 2. <br /> OTHER CONCERNS <br /> Groundwater Monitoring and Sampling <br /> Vapor wells VW-1 B through VW-3B and VW-4 are included in the quarterly groundwater <br /> monitoring and sampling program as required by SJCEHD. During the second quarter 2008, <br /> groundwater from vapor wells VW-1B through VW-36 and VW-4 were not monitored nor <br /> sampled due to health and safety reasons associated with the field activities. Efforts will be <br /> made in future groundwater monitoring and sampling events to prevent this from happening. In <br /> addition, SJCEHD will be notified at least seventy-two hours prior to future groundwater <br /> monitoring and sampling events. <br /> Remediation System Status <br /> Since data show the SVE system has reached asymptotic recovery levels, the soil vapor <br /> extraction system has been shutdown per SJCEHD letter dated August 22, 2008. <br /> Stantec proposes for vapor wells VW-1A through VW-3A to be taken out of the groundwater <br /> monitoring and sampling program. These wells have been mostly dry in past monitoring and <br /> sampling events. Vapor wells VW-1 B through VW-3B will still be part of the program. <br /> A work plan addressing the remaining petroleum hydrocarbon mass from the groundwater will <br /> be submitted separate from the well installation report for the new wells. <br /> 2186 Addendum to Work Plan for Vapor Probe Destruction, Well Destruction, and Well Installation.doc 3 <br />
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