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ARCHIVED REPORTS_XR0006230
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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P
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PERSHING
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4444
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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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The groundwater level in the well casing is also raised by the rising air bubbles (airlift effect) <br /> The reduced pressure in the well casing above the stepping reactor accelerates the nse of the <br /> bubbles When the bubbles reach the air/water interface inside the well casing, they burst and <br /> allow the VOCs to be transported upward through the well shaft to the offgas treatment unit As <br />' the bubbles burst, the groundwater falls along the interior wall of the well, producing a <br /> significant hydraulic pressure which drives the water honzontally into the aquifer through the <br /> upper screen section at the top of the aquifer <br /> Groundwater from the aquifer flows into the lower part of the well to replace the water exiting <br /> from the upper screen A vertical circulation pattern develops, with water entering the screen in <br /> the lower part of the well, and leaving through the upper screen segment <br /> It is expected that VOC concentrations leaving the circulation cell into the aquifer will be <br /> significantly Iower than the influent hydrocarbon concentrations As the system functions over <br /> time, the VOC concentrations should approach asymptotic levels <br />' Most of the treated groundwater leaving the upper screened section of the well circulates through <br /> the sphere of influence, and re-enters the lower screen section a number of times Since the <br /> treated groundwater leaving the UVB well is almost saturated with oxygen, the effluent <br />' groundwater enriches the phreatic zone with dissolved oxygen, enhancing aerobic biodegradation <br /> throughout the circulation cell <br /> 2.3 UVB MONITORING WELLS <br /> Two groundwater monitoring wells will be installed adjacent to the UVB well to monitor the <br /> groundwater entering the lower screen and leaving the upper screen The monitoring wells will <br /> be 2-inch PVC wells located 1 foot from the 24-inch UVB well annulus The lower-screened <br /> UVB monitoring well (UVBMW 1) will be placed downgradient of the UVB well This well <br /> will placed at a depth of approximately 50 feet bgs and be used to monitor groundwater entenng <br /> the UVB well UVBMW 1 will consist of a 4-foot screen with 0 020-inch slotted Schedule 40 <br /> PVC The upper-screened UVB monitoring well (UVBMW 2) will be placed upgradient of the <br /> 1a UVB well The 2-inch well will be placed at a depth of approximately 40 feet bgs This well <br /> will consist of a 6-foot screen and also have 0 020-inch slots schedule 40 PVC UVBMW 2 will <br /> be used to monitor groundwater leaving (discharged from) the UVB well <br /> 1 <br /> WP61 73942 WP1096 TX 5 3 <br />
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