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ARCHIVED REPORTS XR0009475
Environmental Health - Public
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EHD Program Facility Records by Street Name
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EL DORADO
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4004
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3500 - Local Oversight Program
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PR0544711
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ARCHIVED REPORTS XR0009475
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Last modified
7/30/2019 3:10:02 PM
Creation date
7/30/2019 2:20:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009475
RECORD_ID
PR0544711
PE
3528
FACILITY_ID
FA0005478
FACILITY_NAME
CUTTER LUMBER
STREET_NUMBER
4004
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17525005
CURRENT_STATUS
02
SITE_LOCATION
4004 S EL DORADO ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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Pilot Testing Report and Conceptual Corrective Action Plan July 15, 1994 <br /> Manna Pro, 4004 South EI Dorado, Stockton, CA 19 <br /> Vent-ROI uses vacuum/flow response and vacuum dissipation data recorded during the vapor <br /> extraction test to prepare an analytical model of flow in the subsurface in response to an applied <br /> vacuum A wide range of operating variables may be adjusted to design a cost effective system <br /> The adjustable variables considered by Vent-ROI include <br />' - Contaminant type, <br /> • Well depth, <br /> • Screen intervals, <br /> • Temperature, <br /> • Applied vacuum, <br /> 1 Air flow rate, <br /> • Clean-up time, and <br /> • Clean-up goals <br /> By adjusting the variables, it is possible to determine well spacing and blower sizing specifications <br /> for the final system design <br /> During the first three stages of the combined groundwater pumping and HVE test, groundwater flow <br />' was held constant at 1 3 gpm As the vacuum was increased at the wellhead, the water level in the <br /> extraction well was pulled above the screen, effectively blocking the flow of air in the vadose zone <br /> This phenomenon was measured using a water-level probe, and confirmed by the drop in vacuum <br /> response in the observation points with increased applied vacuum Therefore, to utilize Vent-ROI, <br /> the data collected during the final test stage, which involved maximizing groundwater extraction and <br /> HVE, was input into the computer model During this stage, the water level drawdown in the <br /> extraction well allowed vacuum influence to be transmitted to the observation points <br /> During the final test stage, the groundwater pumping rate was increased to 3 75 gpm With the <br /> applied vacuum to the well, this flow rate was able to be maintained The groundwater level was <br /> depressed below the screen and a significant increase in vacuum response was observed in the <br /> 2819R034 070 LIEN <br /> GROUNDWATER <br /> TECHNOLOGY, INC <br />
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