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Last modified
2/14/2019 5:39:52 PM
Creation date
2/14/2019 2:49:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0544148
PE
3526
FACILITY_ID
FA0005937
FACILITY_NAME
NEAL STALLWORTH AUTO DETAIL
STREET_NUMBER
602
Direction
N
STREET_NAME
CALIFORNIA
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13916509
CURRENT_STATUS
02
SITE_LOCATION
602 N CALIFORNIA ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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J <br /> M <br /> f <br /> 27 September 2007 <br /> AGE-NC Project No. 99-0682 <br /> Page 5 of 6 <br /> The maximum vacuum measured at the observation points during the pilot test was plotted versus <br /> the distance from the extraction well (Appendix C).The theoretical ROI was determined by drawing <br /> a best-fit line though these data points to correlate distance to vacuum data; the data from well MW- <br /> 1 A was not utilized in the correlation. At a vacuum of 0.01 inches of water, the ROI is approximately <br /> 34 feet; at a vacuum of 0. 10 inches of water, the ROI is approximately 24 feet. Based on the EPA. <br /> prepared document, How to Evaluate Alternative Cleanup Technologies For UST Sites, the ROI is <br /> considered to be the distance from the extraction well at which a vacuum of at least 0 . 1 inches of <br /> { water is observed. Based upon a vacuum of 0. 1 inches of water, the extrapolated ROI at the site will <br /> be approximately 24 feet. Figure 3 depicts the ROI. <br /> l 3.0. SUMMARY AND CONCLUSIONS <br /> - 1 The implications of the SVE pilot tests are as follows : <br /> • On 17 July 2007, an 8-hour SVE pilot test was conducted at the site using lower vadose- <br /> screened vapor well VW- 1 , screened from 20 feet to 30 feet bsg, as the extraction well. The <br /> pilot test was initiated at 0900 hr and continued for approximately 8 hours, at which time the <br /> test was terminated. The flow rate was measured between 40 and 65 scfin for the &hour test. <br /> ` J Influent organic vapor readings were over the value of 10,000 ppm and induced vacuum <br /> measured at the extraction well was between 48 and 52 inches of water. <br /> I Based upon a vacuum of 0. 1 inches of water, the projected ROI of lower vadose SVE at the <br /> site will be approximately 24 feet (Figure 3 ; Appendix C) . <br /> TPH-g was detected in the influent vapor samples at concentrations ranging from 69,000 µg/1 <br /> to 90,000 µg/1. Toluene, ethylbenzene and total xylenes were detected in the vapor samples <br /> I at concentrations as high as 2,300 µg/l, 1 ,800 µg/1 and 5 ,800 µg/1, respectively. MTBE and <br /> J benzene were not detected at or above the laboratory detection limits in all the samples <br /> analyzed. <br /> Constituents of concern were not detected in the effluent vapor sample collected at 1658 hr <br /> on 17 July 2007. <br /> On 18 July 2007, an 8-hour SVE pilot test was conducted at the site using upper vadose- <br /> screened vapor well VW-2, screened from 10 feet to 20 feet bsg, as the extraction well. The <br /> pilot test was initiated at 0815 hr and continued for approximately 8 hours, at which time the <br /> test was terminated. The flow rate was measured between 40 and 45 scfm for the 8-hour test. <br /> Influent organic vapor readings ranged between 560 ppm and 974 ppm and induced vacuum <br /> measured at the extraction well was between 50 and 54 inches of water. <br /> Based upon a vacuum of 0. 1 inches of water, the projected ROI of upper vadose SVE at the <br /> I ll site will be approximately 24 feet (Figure 3 ; Appendix Q. <br /> 1-1 Advanced GeoEnvironmental, Inc. <br />
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