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3500 - Local Oversight Program
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PR0545276
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Last modified
2/3/2020 9:02:43 AM
Creation date
2/3/2020 8:19:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545276
PE
3528
FACILITY_ID
FA0004997
FACILITY_NAME
PLUG CONNECTION LLC
STREET_NUMBER
5400
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06106019
CURRENT_STATUS
02
SITE_LOCATION
5400 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Color Spot, Inc. 'J <br /> March 19, 1991 (M88168F) <br /> surface aeration. Because PHS-EHD has a clean-up to non-detection policy, normal <br /> on-site remedial action techniques such as surface aeration could not be utilized <br /> (no one can guarantee absolute clean-up to nondetection limits) . Therefore, SGD <br /> recommended that removal and off-site disposal was the only practicable <br /> remediation available for the site. <br /> With the approval of PHS-EHD, SGD observed the removal of approxi- <br /> mately 160 cubic yards of material from the site during the week of January 8, <br /> 1990. The approximately 160 cubic yards included excavated material and <br /> previously determined contaminated soil piles. Following the excavation of soil <br /> which was thought to be contaminated, six verification soil samples were <br /> collected from the walls and base of the excavation. The laboratory analytical <br /> results obtained from the verification samples indicated only trace concentra- <br /> tions of toluene and xylenes at concentrations well below State of California, <br /> Department of Health Services Drinking Water Standards (DWS) and are believed to <br /> be ambient concentrations. Concentrations of benzene were not detected in any <br /> of the verification samples. <br /> With the approval of PHS-EHD, SGD conducted a supplemental site <br /> assessment at the site during the week of October 8, 1990. This assessment <br /> included the advancement of four drill holes to depths ranging from 30 to 90 f( <br /> below the ground surface. All drill holes were geologically logged and the sc.� <br /> monitored with a PID by an SGD staff geologist. <br /> A site specific technical work plan, which was approved by PHS-EHD, <br /> planned for the advancement of three drill holes to depths ranging between 60 to <br /> 80 feet bgs (dependent on water table elevation) , which were to be completed as <br /> 4-inch PVC ground water monitoring wells. The first drill hole advanced was <br /> completed as a ground water monitoring well with a total depth of 80 feet bgs. <br /> Upon discovering that the well had been set as a dry well, SGD decided to advance <br /> a second drill hole to the maximum depth allowed by the mechanical capabilities <br /> of the drill rig. This second well was advanced to a depth of 90 feet bgs <br /> (maximum drilling depth capability) , however ground water was not encountered. <br /> Because continuous field screening of soil cuttings with a PID from <br /> grade to total depths at all four drill hole locations did not indicate the <br /> presence of trace concentrations of hydrocarbon contamination, and because ground <br /> water was not encountered within the drilling depth capabilities of the drill rig <br /> employed (Mobil Drill Rig Model B-61) , SGD concluded that adequate ground water <br /> monitoring wells could not be constructed nor are they necessary at the site <br /> according to the State Water Resources Control Board (SWRCB) Leaking Underground <br /> Fuel Tank (LUFT) Field Manual. <br /> The most recent version of theWWRCB LUFT Field Manual (dated October <br /> 18, 1989)3states in Step No. 2 of Category No. 2 (page 32) "soil samples should <br /> be collected from multiple soil borings to check for lateral as well as vertical <br /> movement of contaminants in the soil." This section goes on to state "the <br /> borings should be deep enough to extend through the entire depth of contamina! 11 <br />
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