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2900 - Site Mitigation Program
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PR0009019
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Last modified
6/18/2019 1:46:14 PM
Creation date
6/18/2019 1:33:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009019
PE
2954
FACILITY_ID
FA0004085
FACILITY_NAME
LLNL-SITE 300
STREET_NUMBER
0
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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Lawrence Livermore National Laboratory <br /> June 26, 1987 r-Z ;Z y <br /> t`+J, <br /> ENVIRU''v",ENTAL HEALTH <br /> Ms. Wendy Cohen FERMIT/SERVICES, <br /> Regional Water Quality <br /> Control Board <br /> Central Valley Region <br /> 3201 S Street <br /> Sacramento, CA 95816-0270 <br /> Dear Ms. Cohen: <br /> Subject: Building 834 Area Remedial Effort: Short-duration Experimental Testing for <br /> Soil and Ground Water Cleanup. <br /> As previously reported, a shallow plume of TCE exists in the soil and perched ground <br /> water beneath the Building 834 area of Site 300. We are designing a cleanup system to <br /> reduce TCE concentrations to acceptable levels for soil and ground water use and <br /> quality. A series of short-duration pumping tests will provide the necessary first step <br /> toward soil characterization, the basis for the ultimate process design. The general <br /> purpose of these tests is to determine an empirical value for the gas permeability of the <br /> soil interval .containing the contaminant. <br /> Our choice for the soil-cleanup system is a vacuum-induced soil-venting process. The <br /> process involves the application of vacuum in a series of wells that have been screened in <br /> the soil interval containing high concentrations of TCE. The test will incorporate a <br /> series of four shallow test wells completed on an azimuth line running generally west of <br /> Building 834-D. These wells will be spaced laterally at varying intervals to provide a <br /> range of spacing data. With an approximate total depth of 40 ft, each will have a 10-ft <br /> screened section near the bottom and should show the perched water level at about 25 <br /> ft. During the test, the contaminated soil interval will be dewatered concurrent with the <br /> application of vacuum to the region. The extracted water, expected to flow at 1 gpm <br /> and to contain an average of about 200 ppm TCE, will be processed (treated) through a <br /> surface-mounted stripping system and discharged onto the ground near the test site. <br /> This processed water will contain only trace levels of TCE (upper limit of 5 ppb) and is <br /> expected to run below detection limits during most of the tests. <br /> The vacuum system will draw a mixture of TCE vapor and air from the wells at a <br /> maximum flow rate of 100 scfm. This vapor and air stream will contain concentrations <br /> of TCE in a range from 100 to 2000 ppm by volume. These levels are based on data from <br /> a preliminary test performed on one of these test wells, 834-D-3, last year. We <br /> anticipate that the initial TCE concentrations will be higher and show a gradual decrease <br /> over time. We expect that the average concentrations will be about 1000 ppm. This air <br /> stream, discharged from the vacuum system, will be vented to the atmosphere. This <br /> process will discharge TCE to the atmosphere at an average of 0.022 lb/hr. <br /> An Equal Opportunity Employer•Universityof California•PC.Box BOB Livermore,Caktrnia 94550•Telephone(415)422-1100•TL:x 970-386-8339 UCLLL LVY1R <br />
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