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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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0 �1 <br /> John Yoakum [EH] <br /> From: Larry Witwer <larryw@amiadini.com> <br /> Sent: Wednesday, September 04, 2013 3:32 PM <br /> To: John Yoakum [EH] <br /> Subject: RE:420 W Yosemite - Rainwater car wash <br /> Attachments: Elder 2013-08-01 CVRWQCB_install new down-gradent wells.pdf <br /> John, <br /> Perhaps you did not receive my email update I sent on August 16, 2013. The following is a summary of the <br /> most recent developments on the subject case. <br /> We recently received the attached directive from the Oversight Agency (Central Valley RWQCB). Following <br /> our submittal of an MTBE Plume Travel Model (Fate and Transport Model) that was requested to estimate the <br /> fate and transport of the groundwater contaminant plume, the Agency responded as follows. The Agency <br /> concluded that the Model results do not support closure under the State Water Resources Control Board Low <br /> Threat Closure Policy (LTCP), which does not allow petroleum releases to impact water supply wells. <br /> The Agency further directed that the proposed off-site wells as we had permitted with your office now be <br /> installed, with a further condition that depth-discrete well clusters must be constructed to monitor at least the <br /> first three water-bearing zones down-gradient of MW-11. <br /> The wells we had previously proposed and permitted with your office included two separate split wells at four <br /> locations (MW14A, MW14B, MW15A, MW15B, MW16A, MW168, MW17A, and MW17B), which will be located <br /> next to each other and each having a different screen interval and depth (one 2-inch well to a depth of 30 feet <br /> below ground surface (bgs) and one 2-inch well to a depth of 70 feet bgs.). The objective here was to monitor <br /> the first two water-bearing zones. <br /> We are now required by the Agency to provide an additional well in each location to monitor the third water- <br /> bearing zone, which is estimated to be at a depth range of 135 to145 feet bgs. <br /> Installing three separate depth-discrete wells in clusters at each location would be a very expensive <br /> undertaking, as would installing triple-nested wells in a single borehole at each location. We are therefore <br /> working with the Central Valley RWQCB to see if we can reduce the number of proposed off-site wells. We will <br /> keep you informed of the progress. At this point in time it seems like any new well installation work would most <br /> likely occur in 2014. There is a possibility it could occur in late 2013. <br /> Best regards, <br /> fix; <br /> Larry Witwer <br /> Sr. Project Manager <br /> Ami Adini &Associates, Inc. <br /> 4130 Cahuenga Blvd., Ste 113 <br /> Toluca Lake, CA 91602 <br /> Tel. (818) 824-8102 <br /> Fax. (818) 824-8112 <br /> t <br /> I <br />
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