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ARCHIVED REPORTS_XR0006926
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0537485
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ARCHIVED REPORTS_XR0006926
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Last modified
7/27/2020 6:14:07 PM
Creation date
7/27/2020 3:51:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006926
RECORD_ID
PR0537485
PE
2957
FACILITY_ID
FA0021568
FACILITY_NAME
FORMER RAINWATER CAR WASH
STREET_NUMBER
420
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
21931206
CURRENT_STATUS
01
SITE_LOCATION
420 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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i <br /> i <br /> ' 15 September 2003{ "� <br /> Ei <br /> AGE-NC Project No 97-0333 a <br /> Page 9-of 11 <br /> { E <br /> The Informal hydrogeologic units were defined as First Zone;(15-47 feet bsg), Second Zone(58-92 <br /> ' feet bsg, Third Zone (102-120 feet bsg) and Primary Aquifer Zone (128-150 feet bsg) <br /> The results of pump and treat ground water remediation between 27 March 2003 and 19 June 2003 <br /> are as follows <br /> • Approximately 231,275 gallons ofhydrocarbon-Impacted groundwater were extracted from <br /> well EW-1,which was completed in the First Zone aquifer A total volume of approximately <br /> 1,447,610 gallons of hydrocarbon-Impacted ground water has been treated at the site since <br /> the start-up period In January 2002 (Table 5) <br /> k <br /> • Dissolved MTBE was detected from grab samples collected at the influent-end of the <br /> treatment system at concentrations between 4,600 pg/l and 12,000 gg/l, laboratory analysis <br /> ' of grab water samples collected at the effluent-end of the pump and treat system did not G, <br /> detect any constituents of concern (Table 1) <br /> r <br /> • Between 27 March 2003 and 19 June 2003, an estimated 10 89 pounds of MTBE was <br /> extracted from ground water(Table 5,Appendix B),a total mass of 208 56 pounds of MTBE <br /> has been removed since initiation of the pump and treat system on 21 January 2002 A plot <br /> of cumulative ground water pump and treat mass removal versus time and a plot of influent <br /> ground water MTBE concentrations versus time are included in Appendix C, although a <br /> moderate increase was reported in April 2003,the overall general trend of decreasing MTBE ' <br /> ' concentrations Is evident <br /> F <br /> The results from the ground water monitoring and sampling events performed in June 2003 are as <br /> ' follows <br /> • <br /> 'Generally,depth to ground water at the site vaned between 19 and 26 feet bsg, ground water <br /> elevations range between 7 03 feet(MW-8E)and 12 64 feet(MW--5)above mean sea level <br /> The ground water elevation increased approximately 58 feet between March 2003 and June <br /> 2003 ground,water monitoring events, the average increase in may bie due to seasonal <br /> 1 fluctuation <br /> I <br /> • First Zone ground water flow was Inferred to be towards a groundwater depression In the <br /> area of well MW-3 at a gradient between 0'002 ft/ft and 0 02 ft/ft,off-site in the area of wells <br /> G MW-11, MW'12 and MW-13, ground water appeared to flow' towards the ;depression j <br /> (Figure 4) ' I <br /> Second Zone ground water flow was inferred to be towards the northwest at approximate <br /> r gradients of 0 001 ft/ft or less (Figures 5) 1 <br /> i a E <br /> Advanced GeoEnvIronmental,Inc l <br /> I `! { <br /> pp it i t <br />
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