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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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1 15 SV''' <br /> eptember 2003 <br /> �II <br /> AGE-NC Project No 97-0333 <br /> Page 5of11 { <br /> ai t <br /> elevation in each momtonng well was calculated by subtracting the measured depth to'ground water <br /> frons the surveyed casing elevation(Table 2) Ground water elevation and vertical gradient data for <br /> wells MW-11, MW-12 and'MW-13`are depicted in cross section F-F' (Figure 3), ground water <br /> elevations were plotted in plan view for the informal First Zone, Second Zone, Third Zone and I <br /> Primary Aquifer Zone hydrogeologic flow units as defined in AGE's Cone Penetrometer Testing Sate <br /> Investigation -Fourth Quarter 2000, dated 07, February 2001 (Figures 4 through 7) <br /> On OS and 06 June 2003, approximately 4%2 to 12 gallons of ground water (a minimum of three I EI <br /> casing-water volumes per well)were evacuated(purged)from wells MW-1 through MW-6 utilizing <br /> disposable polyethylene bailers Temperature,pH and conductivity were measured for stabilization <br /> at regular purge-volume intervals from each well using an Oakton water analyzer Field data and logs ! <br /> Y, are provided in Appendix D The purged ground water was transferred to the ground water interim <br /> remediation system holding tank for treatment and disposal `' <br /> I I { <br /> The multi-level monitonng wells MW-7 through MW-13 were purged utilizing a Watera Hydro-Lift <br /> II pump equipped with a mechanical arm by lowering and raising a 3/8-inch outer diameter, length- <br /> discrete polyethylene hose equipped with a ball-valve water tip through the top chambers into the <br /> specific water-charged screened section Approximately'/2 to 6 gallons of ground water(a minimum <br /> ' ; of three casing-water volumes per well) were purged from the multi-level monitonng wells I <br /> Temperature,pH and conductivity were measured for stabilization at regular purge-volume intervals <br /> from each well using an Oakton water analyzer Field data and logs are provided'in Appendix D <br /> Multi-level well purged ground water was transferred to the ground water remediation system <br /> holding tank for treatment and disposal <br /> 1 <br /> 32 FLOATING PETROLEUM PRODUCT <br /> I' On 05 June 2003, approximately 1-inch of a dark orange-brown, floating petroleum products was <br /> encountered in well MW-2 (Appendix D), thereafter, a clear, disposable polyethylene bailer was fls�l <br /> s utilized at the well to remove the floating petroleum product, bailing activities continued <br /> (approximately ns) un <br /> 7 gallotil product could not be observed <br /> ' I E Tlie floating petroleum product captured from bailing activities was placed inside a D O�T -approved <br /> t steel,drum andstoredat the southeast section at the site inanarea lackmglpublic access <br /> 3 3 „ GROUND WATER SAMPLING I E <br /> �i Ground water samples were collected from the purged wells MW-1 through MW-6 utilizing new, <br /> 2-inch,diameter disposable polyethylene bailers, ground,water samples were'l collected from the EE <br /> I � I�Ei Iki Illli , I i <br /> j I I Advanced GeoEnvironmental, <br /> I I II <br /> I ! <br />
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