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ARCHIVED REPORTS_XR0007092
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544811
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ARCHIVED REPORTS_XR0007092
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Last modified
11/20/2024 9:21:18 AM
Creation date
9/5/2019 1:30:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007092
RECORD_ID
PR0544811
PE
3528
FACILITY_ID
FA0000091
FACILITY_NAME
Colonial Energy CE 40138 (DBA Power Mart)
STREET_NUMBER
14000
Direction
E
STREET_NAME
STATE ROUTE 88
City
LOCKEFORD
Zip
95237
CURRENT_STATUS
02
SITE_LOCATION
14000 E HWY 88
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Mr Harlan Knoll 4 July 24, 1992 <br /> A letter report will be prepared to summarize the results of the soil-vapor survey This <br /> report will Include the proposed placement of soil borings and monitoring wells for <br /> Phase ll activities <br /> Phase it - Drilling Program <br /> Based upon data collected to date, the proposed Phase II program Includes the <br /> Installation of approximately 8 investigative soil borings which will be advanced to a <br /> minimum depth of approximately 40 feet. The locations of these soil borings will be <br /> proposed in the Soil Vapor Survey Letter Four of the soil borings will be converted <br /> to ground water monitoring/vapor extraction wells, as appropriate (ground water depth <br /> Is expected to be at approximately 70 feet). <br /> Canonie proposes to use a truck-mounted flight auger rig for the drilling program This <br /> rig uses hollow stem augers and can sample with either a split spoon sampler or a dry <br /> core system. For the current sampling scheme, it is assumed that split spoon <br /> sampling will be used. Over drilling the boring with a 10 or 12-inch diameter auger <br /> will provide sufficient annular space for a 4-inch diameter well During drilling and <br /> well Installation a Canonie engineer/geologist will supervise the drilling subcontractor, <br /> fog the soil samples and drill cuttings, and obtain samples for screening and chemical <br /> analyses <br /> Samples for chemical analysis will be obtained from a minimum of two discreet <br /> intervals per soil boring and at any changes in lithology, as designated by the field <br /> engineer or geologist. Samples will be collected using a split-spoon sampler lined with <br /> brass tubes These samples will be field screened for the presence of volatiles using <br /> a Photo-Ionization Detector (PID), or equivalent The ends of the brass tubes will be <br /> wrapped with aluminum foil, covered with plastic caps. The brass tubes will be <br /> labeled and sealed in a Ziplockn' bag. <br /> Samples taken for chemical analyses will be labeled with the sample location, depth <br /> interval, date, job number, and sampler's initials Each sample will be recorded on a <br /> chain-of-custody form which will be maintained with the cooler. Samples collected <br /> will be placed immediately in a cooler with ice, and transported the same day to the <br /> laboratory for analysis, when possible. The ice pack in the cooler will be replaced <br /> with a fresh ice pack before transportation. Soil samples will be analyzed for TPH-G <br /> by EPA Method 8015 (modified), BTEX by EPA Method 8020, and EDB by AB 1803. <br /> All down-hole equipment will be steam-cleaned prior to each boring, and the split- <br /> spoon sampler will be washed in a solution of trisodium phosphate (TSP), or <br /> equivalent, and rinsed with potable water between each sample run. All soil cuttings <br /> and steam cleaning water will be contained in 55 gallon drums. These drums will be <br /> moved to a temporary on-site storage area designated by Time 011. i <br /> PUS1-6341REPORTSILOCKEFOR RPT IJuly 22. 19921 CanoweEnvlronmental <br />
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