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ARCHIVED REPORTS_XR0006230
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0540885
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ARCHIVED REPORTS_XR0006230
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Last modified
4/10/2020 5:18:20 PM
Creation date
4/10/2020 2:53:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006230
RECORD_ID
PR0540885
PE
2960
FACILITY_ID
FA0023381
FACILITY_NAME
FORMER EXXON SERVICE STATION NO 73942
STREET_NUMBER
4444
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11022017
CURRENT_STATUS
01
SITE_LOCATION
4444 N PERSHING AVE
P_LOCATION
01
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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OCT-08-1996 09 46 EA NOPTH 9ACRANEh4TC 1 916 924 7460 P 02/03 <br /> FACSIMILE MESSAGE <br /> The upper, closed part of the well, is maintained under vacuum by an above ground blower Air is drawn to the <br /> stripper tray through a fresh air pipe the upper end is open to the atmosphere, and the lower end terminates in <br /> the pinhole air stripper tray Soil vapor is also drawn into the UVB well from the vadose zone through the upper <br /> well screen The vacuum within the upper part of the UVB well also causes a rise in water level within the well <br /> The air Stripper tray is balanced below the water level within the well and is free-floating to allow for changing <br /> water levels Air drawn from the atmosphere through the intake pipe creates an air bubble flow between the <br /> pinhole stripper tray and the water surface within the well The air bubbles strip contaminants from the water <br /> and then rise to the surface of the water within the well The stripped air is then removed by the blower, along <br /> with extracted soil vapor <br /> A groundwater circulation cell is created around a UVB well Stripped groundwater, streaming upwards due to <br /> the lifting effect of the air bubbles, leaves the well casing through the upper screen section of the UVD well The <br /> flow of water leaving the UVB well through the upper screen is counterbalanced by the flow of groundwater <br /> C4hrough the lower screened section of the well, thereby setting up a three-dimensional groundwater circulation <br /> cell around the UVB well The radius of the three-dimensional groundwater circulation cell around a UVB well <br /> primarily depends on the degree of anisotropy, that is the ratio of the horizontal to vertical hydraulic conductivity <br /> within the treated zone The higher the anisotropy, the larger the radius of the three-dimensional groundwater <br /> circulation cell around a LrVB well <br /> UVB technology has the following advantages for groundwater remediation at Exxon RS 7-3942 <br /> Q A UVB system would not require a discharge permit, because of concurrent groundwater extraction and <br /> infection from the same well <br /> A UVB system would not likely pull off-site plumes underneath a remediated site, because of the <br /> concurrent extraction and injection from a single UVB well <br /> • In addition to the stripping of contaminants of concern in the UVB well, ennchment of the recirculated <br /> water with air will promote in-situ biodegradation <br /> With fewer moving parts, a UVB system has a higher on-stream time and requires less operation and <br /> maintenance than a pump and treat system <br /> A UVB system has a low profile <br /> ORIGINA L,WTT T. ❑FOLLOW VIA M/1.IL,❑FOLLOW VIA OVERNIGH i EXPRESS ©FOLLOW VIA MODEM❑NOT FOLLOW <br /> BALTIMORE NEW YORK SAN FRANCISCO LINCOLN-NEW JERSEY-CHICAGO-ATLANYA-DALLA5-CHARLOTTE-WA5HING70N DC BOSTON <br /> SACRAMWO-SEATTLE ALASKA SAN ANTONIO COLORADO HONOLULU DELAWARE <br />
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