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PR0542323
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Last modified
7/27/2020 6:45:37 PM
Creation date
7/27/2020 4:15:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0542323
PE
2960
FACILITY_ID
FA0023548
FACILITY_NAME
SAVE ON GAS (FORMER RAINWATER CAR WASH)
STREET_NUMBER
420
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95337
APN
21931206
CURRENT_STATUS
01
SITE_LOCATION
420 W YOSEMITE AVE
P_LOCATION
04
QC Status
Approved
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EHD - Public
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Evxvcv O.Beow,da. <br /> X12.. eovalor. <br /> M�imew Rovawuu <br /> Water Boards <br /> Central Valley Regional Water Quality Control Board <br /> 6 September 2017 <br /> Satinder Singh Dilawri Aman Business Enterprise Inc. <br /> Vicinity Inc. 801 N. Granda Drive#14A <br /> 420 W. Yosemite Avenue Madera, CA 93637 <br /> Manteca, CA 95337 <br /> Harjit Songh Et AI Fassel 8!Amal Elder <br /> 1675 Paseo Laguna Seco 4880 Peach Avenue <br /> Livermore, CA 94550 Manteca, CA 95337 <br /> RAINWATER CAR WASH, 420 WEST YOSEMITE AVENUE, MANTECA, SAN JOAQUIN <br /> COUNTY, CASE # 390835 <br /> Central Valley Regional Water Quality Control Board (Central Valley Water Board) staff reviewed <br /> the Additional Site Assessment Work Plan—July 2017(Work Plan) dated 31 July 2017, submitted <br /> on your behalf by Advanced GeoEnvironmental Inc. (AGE) for the Rainwater Car Wash property <br /> located at 420 West Yosemite Ave in Manteca (Site). Subsequent to email discussion on 21 <br /> August 2017 between Central Valley Water Board staff and Mr. Tim Cuellar of AGE, AGE <br /> submitted the Site Assessment Work Plan Addendum—August 2017(Addendum) dated <br /> 28 August 2017. <br /> In the Work Plan and Addendum, AGE proposes to advance a total of five (5) borings: three (3) on- <br /> Site shallow soil borings and two (2) off-Site downgradient borings to delineate downgradient <br /> hydrocarbon impacts to groundwater. AGE will complete one of the downgradient borings as a <br /> monitoring well. The borings are proposed as follows: <br /> I <br /> Total Soil Sampling Grab Groundwater Sampling Well Completion i <br /> Boring Depth Depth Depth Screen Interval <br /> Analysis Analysis I <br /> (ft bgs) (ft bgs) (ft bas) (ft bgs) <br /> TPI-Ig, TPHd, 30, 60, 90, TPHg, TPHd, _ <br /> P-16 115 5, 10 VOCs 115 VOCs 4 <br /> P-17 thru TPHg, TPHd, <br /> P-19 5 5 VOCs <br /> MW-14 90 5, 10 TPHg, TPHd, 30, 60 90 TPHg, TPHd, 50 65 f <br /> VOCs VOCs <br /> TPI-19--total petroleum hydrocarbons as gasoline;TPHd=TPH as diesel;VOCs--volatile organic compounds;it bgs--feet i <br /> below ground surface li <br /> AGE proposes to advance the MW-14 boring to 90 feet below ground surface (bgs)to collect grab <br /> groundwater samples, then to backfill the boring with bentonite chips from 90 to 65 feet bgs for <br /> completion as a monitoring well with a proposed screened interval from 50 to 65 feet bgs. For <br /> reference, the 30, 60, 90, and 115 foot sample depths correlate to groundwater zones A, B, C, and <br /> D, respectively, as established by AGE. <br /> KARL E. LORaLEY SCo, P.E.,cm,e I PAMELA C. CREEOOR P.E.,SCEE,E%ECU LVE OFFICER <br /> 11020 Sun Center Drive 0200,Rancho Cordova.CA 95570 1 www.wateMoaro3.ca.OovieentralVwley <br /> I <br /> 1„,eECYGtIe INIF I <br />
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