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ARCHIVED REPORTS XR0001535
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ARCHIVED REPORTS XR0001535
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Last modified
5/16/2019 1:34:48 PM
Creation date
5/16/2019 1:20:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001535
RECORD_ID
PR0544465
PE
3528
FACILITY_ID
FA0005837
FACILITY_NAME
STEFANOS GASOLINE*
STREET_NUMBER
1419
Direction
E
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15137016
CURRENT_STATUS
02
SITE_LOCATION
1419 E CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\wng
Tags
EHD - Public
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10 September 2004 <br /> AGE-NC Project No 03-1100 <br /> Page 6 of 10 <br /> • SVE4 was completed as a soil vapor extraction well, with the screen Interval installed from <br /> 25 feet to 30 feet bsg A filter pack was Installed from 23 feet to 30 feet bsg and a transition <br /> seal of two feet of bentonite chips was Installed above the filter pack and hydrated, <br /> • SVE5 was completed as a soil vapor extraction well,with the screen interval Installed from <br /> 30 feet to 35 feet bsg A filter pack was Installed from 28 feet to 35 feet bsg and a transition <br /> seal of two feet of bentonite chips was then Installed above the filter pack and hydrated <br /> The OZ soil borings were completed with manufactured-assembled 2-Inch by 30-Inch mlcroporous <br /> sparge points and blank casing extended to the surface, with a filter pack (No 3 Lonestar sand) In <br /> the following configurations <br /> • OZI was completed as an ozone sparge well,with a screen Interval Installed from 60 5 feet <br /> to 62 5 feet bsg A filter pack was Installed from 58 feet to 62 5 feet bsg and a transition seal <br /> of three feet of bentonite chips was then Installed above the filter pack and hydrated, <br /> • 0Z2 and 0Z3 were completed as ozone sparge wells, with a screen Interval installed from <br /> 60 feet to 62 feet bsg A filter pack was Installed from 57 feet to 62 feet bsg and a transition <br /> seal of three feet of bentonite chips was then Installed above the filter pack and hydrated <br /> All wells were then grouted to near the surface with portland cement A water-tight,traffic-rated well <br /> box was Installed over each well As-built well diagrams are Included with the boring logs in <br /> Appendix A <br /> 32 SOIL VAPOR EXTRACTION PROCEDURES <br /> As per the WES Addendum for Workplan for Soil Vapor Extraction Testing dated 12 September <br /> 2003 two soil vapor extraction pilot tests were conducted on 27 and 28 January 2004 <br /> On 27 January 2004, the upper layer, screened from 12 to 27 feet bsg, was tested using vapor well <br /> SVE1 as the extraction well On 28 January 2004, a second pilot test was conducted on the deeper <br /> Impacted areas closest to ground water at the site using vapor well SVE2, screened from 30 feet bsg <br /> to 35 feet bsg, as the extraction well The pilot tests were performed to evaluate SVE as a remedial - <br /> alternative The tests were conducted using a vapor extraction system (VES), VACLEEN IOOOG, <br /> manufactured by Environmental Techniques The VES unit consists of a positive displacement <br /> blower, driven by an Internal combustion (IC) engine Propane was used as a supplemental fuel <br /> source to start the engine and maintain performance Hydrocarbon vapor was destroyed as part of <br /> the Internal combustion process Emissions from the engine were routed through two catalytic <br /> converters to maximize the destruction rate of the extracted hydrocarbon vapors <br /> Advanced GeoEnvironmental,Inc <br />
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