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3500 - Local Oversight Program
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PR0545420
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Last modified
3/5/2020 4:58:04 PM
Creation date
3/5/2020 4:22:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545420
PE
3528
FACILITY_ID
FA0003815
FACILITY_NAME
TESORO (SPEEDWAY) 68154
STREET_NUMBER
2500
Direction
W
STREET_NAME
LODI
STREET_TYPE
AVE
City
LODI
Zip
95240
APN
02740006
CURRENT_STATUS
02
SITE_LOCATION
2500 W LODI AVE
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Mr.Harlin Knoll April 4,2001 <br /> USA Service Station No. 65 <br /> Page 2 <br /> On May 4 and 5, 2000, Stratus supervised the installation of two groundwater monitoring <br /> wells (MW-9 and MW-10) to assess the lateral extent of petroleum hydrocarbon impact <br /> southwest of the site. These monitoring wells were developed on May 16, 2000. Stratus <br /> also supervised the installation of one air sparge well (AS-1) in the vicinity of the active <br /> pump islands. <br /> Monitoring well MW-5, located in the shoulder of Lower Sacramento Road, was <br /> abandoned on May 5, 2000, at the request of City of Lodi due to a proposed widening of <br /> Lower Sacramento Road. <br /> All existing monitoring wells (with the exception of MW-7) and the newly installed <br /> MW-9 and MW-10 were surveyed on August 4, 2000 by Morrow Surveying, Inc. The <br /> location of the wells is shown on Figure 2. <br /> Stratus oversaw the construction and installation of a SVES in July and August 2000. A <br /> system startup and source test were conducted on August 15, 2000. The results of the <br /> startup and source test were reported to San Joaquin Valley Unified Air Pollution Control <br /> District (SJVUAPCD) on October 19, 2000. <br /> SCOPE OF WORK <br /> The SVE system on site is connected (via 2-inch laterals) to monitoring wells S-1, S-2 <br /> and MW-8. A cumulative mass of approximately 185.6 pounds of TPHG has been <br /> extracted and abated by the SVE system. The system is operating as designed. <br /> Depth to groundwater on site has varied between 36 and 40 feet bgs. Screen intervals in <br /> wells S-1, S-2 and MW-8 begin at 26, 26 and 28 feet bgs respectively. The available <br /> screen interval above the groundwater table in these three wells ranges between 8 and <br /> 12 feet. Review of the local geology (Pinnacle RAP, January 26, 1999) indicates a silty <br /> clay layer exists approximately between 32 and 40 feet bgs. Sand and gravel lies both <br /> above and below this silty clay layer. <br /> Evaluation of soil samples collected during the UST replacement activity indicates that <br /> petroleum hydrocarbon impact to soil exists beneath the UST complex (15 to 30 feet <br /> bgs). Petroleum hydrocarbon impact to soil away from the tank complex was <br /> predominantly detected in the capillary fringe. <br /> The existing vapor extraction wells address the petroleum hydrocarbon impact to the <br /> capillary fringe. The proposed SVE well will target this vadose zone in the sand and <br /> gravel unit above the first encountered groundwater and below the UST complex. <br /> Stratus proposes to drill and install one 4-inch diameter SVE well with 20 feet of screen <br /> within the vadose zone. The scope of work has been subdivided into Tasks 1 through 4. <br /> C:Troject Files%USA Gasoline%00651Workplans165-workplan.doc 5TRATU5 <br />
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