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ARCHIVED REPORTS XR0006855
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3500 - Local Oversight Program
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PR0544638
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ARCHIVED REPORTS XR0006855
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Last modified
7/9/2019 2:39:43 PM
Creation date
7/9/2019 1:47:46 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006855
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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SJGOV\wng
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EHD - Public
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A.Taehert 6 Son Inc.Mobile Equipment Shop 103 N.'E'St.Stockton,CA. <br /> Remedial Action Pian March. 1994 <br /> y� 224 Air Sample Analysis and Projected Hydrocarbon Removal Rates <br /> One air sample was collected after three hours of maximum flow had elapsed. This time <br /> was considered sufficient to allow for stabilization. Two, one-liter samples contained in <br /> Tedlar bags were collected for analysis and were submitted under chain-of-custody to <br /> Sparger Technology. The sample was analyzed for TPH gasoline and BTEX by modified <br /> 8015/8020 methodology. Conversion of the analytical results of TPH gas in ug/ml to <br /> parts-per-million volume (ppmv) indicates a concentration of TPH of approximately 13,000 <br /> ppmv. Air sample laboratory analytical results are included in Appendix E. <br /> Based upon the pilot test parameters of 13,000 ppmv, an SVE system generating 36 CFM <br /> may be expected to remove (initially) up to 136 pounds/day of TPH as gasoline and lessor <br /> quantities of BTEX. Calculations of system TPH and BTEX removal are included in <br /> Appendix D. <br /> 3.0 Remedial Action Plan <br /> An SVE system is proposed for soil and groundwater remediation. We recommend that <br /> the system consist, as proposed in the February 8, 1994 work plan, of SVE/monitoring well <br /> MW-14, 2-inch diameter plastic vapor connecting-conveyance piping and a blower - <br /> treatment system compatible with design criteria. <br /> 3_i System Requirements <br /> This system design is predicated upon existing information and the March 16, 1994 pilot <br /> test results. These test results generated the requirements for a system generating a <br /> minimum of 35 CFM at the blower, and at least -0.25 WC on wells within the radius of <br /> influence. These wells include MW-9, MW-3, MWA 0 and MWA 1. This radius generally <br /> exceeds the known limit of elevated petroleum hydrocarbon contamination in soil, and the <br /> current extent of hydrocarbon impact in groundwater. Note that a radius of influence from <br /> well MWA 4 extending to and including well MW-9 includes known historical groundwater <br /> contamination. As discussed above, elevated concentrations of gasoline constituents <br /> (exceeding 100 ppm) are limited to the area adjacent to MW-13 and MW-14. Based upon <br /> the pilot test the area adjacent to wells MW-13 and MW-14 is subject to much higher <br /> vacuums than those measured in peripheral wells, and hydrocarbon removal may be <br /> expected to occur rapidly (Figure 6). <br /> Based upon the pilot test, this flow rate and radius of influence requires a vacuum of 98- <br /> 100 WC. Air from the subsurface, or "formation" produced by advection of the system <br /> contained approximately 13,000 ppmv, and only 3% oxygen. The low oxygen content of <br /> the airstream, while it may indicate microbial breakdown of petroleum hydrocarbons, also <br /> warrants the dilution or attenuation of inlet system air to allow combust ionloxidation. <br /> 6 <br />
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