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ARCHIVED REPORTS XR0006857
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3500 - Local Oversight Program
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PR0544638
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ARCHIVED REPORTS XR0006857
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Last modified
7/9/2019 3:13:10 PM
Creation date
7/9/2019 1:49:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006857
RECORD_ID
PR0544638
PE
3528
FACILITY_ID
FA0004027
FACILITY_NAME
HENDRIX FORK LIFT INC
STREET_NUMBER
103
Direction
N
STREET_NAME
E
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15318001
CURRENT_STATUS
02
SITE_LOCATION
103 N E ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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r <br /> A. Teichert& Son Mobile Equip Shop 103 N. 'E' St. Stockton, CA. <br /> SVE Pilot Test Work Plan Feb 1994 <br /> 3. 1.2 Vapor Well Construction <br /> One 4-inch diameter vapor extraction/monitoring well will be constructed in the soil <br /> boring. The well will be constructed of schedule #40 PVC well screen and riser pipe. <br /> We anticipate the well will be screened from approximately 45 feet below ground <br /> surface to total depth. Backfill from the former UST excavation extends to <br /> approximately 38 feet bgs in this location. The well screen is expected to consist of <br /> 0.010 and 0.020-inch machine slotted #40 pipe. Number 3 sand filter pack will be <br /> emplaced through the augers around the well screen from total depth to two feet <br /> above the top of the well screen. The well will be developed by the surge and bail <br /> method prior to the emplacement of approximately 2 feet of expansive bentonite <br /> pellets forming a seal between the filter pack and the grout sanitary seal. The well will <br /> be pressure grouted with neat cement/bentonite grout from the bentonite seal to near <br /> surface, where a traffic-rated vault will be emplaced in a concrete pad. The wellhead <br /> installation will be compatible with the expected design elements of a SVES. The <br /> conceptual well is illustrated in Figure 2. <br /> 3.2 Vadose Zone Characterization and Product Concentration <br /> Soil samples collected from the vadose zone will be logged in accordance with the <br /> Unified Soil Classification System. Samples will be screened with a calibrated organic <br /> vapor monitor for headspace analysis of VOC in ppmv. The field screening will be <br /> utilized to select samples for laboratory analysis; a minimum of six soil samples are <br /> expected to be analyzed. <br /> The soil sample laboratory analytical results will be included in a data base <br /> summarizing current and historical laboratory and soil boring data. The data base will <br /> be utilized to construct a cross section and iso-concentration map of hydrocarbon <br /> concentrations. The hydrocarbon iso-concentration map will be utilized to estimate <br /> quantity and mass of hydrocarbons in place to be remediated. <br /> 3.3 Pilot Test Procedures <br /> 3.3. 1 Vapor Extraction <br /> The pilot test will assess the air flow potential and hydrocarbon concentrations <br /> generated by the flow from the newly constructed well. Vacuum will be monitored <br /> in adjacent wells MW-13, 12, 11 and 10. The test will utilize the equipment identified <br /> in Appendix B, and will be completed in accordance with BCR's standard procedures <br /> included in Appendix A. These procedures include the construction of a blower curve, <br /> calculation of air flow, VOC concentration curve, average well yield, VOC mass <br />• extraction rate and the radius of influence of the test from the vapor test well. <br /> • <br /> 3 <br />• <br />
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