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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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PR0537485
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
7/27/2020 4:37:12 PM
Creation date
7/27/2020 2:42:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
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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• ,(�« jy2',"r�Eom.C.NaawJa. <br /> eq Lrogqq � Mam,zx fl0004YE1 <br /> Water Boards <br /> RCEIVED <br /> Central Valley Regional Water Quality Control Board <br /> OCT 09 2012 <br /> 20 June 2012 ENVIRONMENTAL HEALTH <br /> PERMIT/SERVICES <br /> Fassel &Amal Elder Aman Business Enterprises, Inc. Darshan S. Malhi, et al <br /> 4880 Peach Avenue 801 North Granda Drive, No. 14A 1116 Fishback Road <br /> Manteca, CA 95337 Madera, CA 93637 Manteca, CA 95337 <br /> Harjit Songh, et al Vancity Incorporated <br /> 1675 Paseo Laguna Seco 3984 Washington Boulevard, Suite 104 <br /> Livermore, CA 94550 Fremont, CA 94538 <br /> DOCUMENT REVIEW, RAINWATER CAR WASH, 420 EAST YOSEMITE AVENUE, <br /> MANTECA, SAN JOAQUIN COUNTY(RB CASE#390835) <br /> 1 reviewed Off-Site groundwater Investigation Work Plan (Workplan) received 6 June 2012 from <br /> Fassel and Amal Elder consultant Ami Adini &Associates, Inc. (AA&AI). The Workplan <br /> proposed installation of three sets of dual-nested 2" diameter downgradient groundwater <br /> monitoring wells (MW-14A/B through MW-16A/B) within a 12" diameter boring, to define the <br /> lateral and vertical extent of the groundwater plume. Each well pair will be screened across the <br /> A and B aquifer zones, from 10' to 30' below ground surface (bgs) and from 55' to 70' bgs. Well <br /> screen placement and length may be modified based on lithology and depth to water observed <br /> during the wells installation. <br /> The Workplan states that during the second quarter of 2012, depth to water varied from 14' bgs <br /> to 16' bgs. Groundwater flow direction has historically varied from northeast to the current <br /> (April 2012) northwest direction. An onsite groundwater pump and treatment system reduced <br /> the contaminant mass onsite and concentrations in the source area are declining. However, a <br /> detached plume extends northeast across Yosemite Avenue, and the downgradient plume <br /> extent has not been established beyond MW-11A-F, which is approximately 175' from the LISTS <br /> area. Groundwater monitoring at MW-11A-F on 20 April 2012 reported total petroleum <br /> hydrocarbons as gasoline (TPHg), 552 micrograms per liter(ug/L), and methyl tert butyl ether <br /> (MTBE), 764 ug/L. The Workplan proposed locating MW-14A/B at 112' west of MW-11A-F in <br /> the sidewalk along Yosemite Avenue; MW15A/B at 235' northwest of MW-11A-F in the right of <br /> way of Rose Lane; and MW-16A/B at 175' east northeast of MW-11A-F in a business parking <br /> lot. <br /> IWn_F. LCWa 8CO3 P.E.,efMM Pmeu C.CRrmox P.E.,BCEE,m3dnrvf om�ccq <br /> 11024 Bun Cmtr OrhsI�4 NMlalla Catlow,011 BOW0 I rnn�.xuarbwrtlsos.poHarNnlrNq <br /> gGCVCtFO MPiq <br />
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